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HomeMy WebLinkAboutPermit PL17-0047 - PIZZA HUT REMODEL - DESIGN REVIEW / ADMINISTRATIVEPIZZA HUT 0040000902 Associated Files: PL17-0047 This File: 117-0054 DESIGN REVIEW/ADMINISTRATIVE City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Modified June 22, 2018 October 27,2017 MODIFIED NOTICE OF DECISION TO: Robert Hernandez, Emerald City Pizza King County Assessor This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. The changes in red modify the original Notice of Decision issued on October 27, 2017. I. PROJECT INFORMATION FILE NUMBERS: L17-003'4 Administrative Design Review APPLICANT: Robert Hernandez, Emerald City Pizza OWNER: Thanasis Aliagas REQUESTS: Modifications to the Design Review approval for Pizza Hut (L17- 0034) to reflect minor changes to the site plan and building exterior. Type 2 Administrative Design Review approval for site and building renovations to Pizza Hut. ASSOCIATED PERMITS: D17-0140 Building Permit S17-0050 Sign Permit Mechanical and Electrical Permits LOCATION: 14638 Tukwila International Boulevard COMPREHENSIVE PLAN/ ZONING DESIGNATION: Neighborhood Commercial Corridor ( NCC) SEPA DETERMINATION: Exempt BFILE COPY II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the design review -administrative approval application does comply with applicable City and state code requirements and has approved that application, subject to the following conditions: 1. Colored concrete or raised pavers shall be used in the pedestrian pathways to provide a contrast in colors and highlight the pedestrian areas consistent with Attachment A. There 2. Replace the crumbling curb at the northern ingress/egress. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Board of Architectural Review of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14-days of the issuance of this Decision, that is by November 10, 2017 July 6, 2018. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All "appeal`materi*ll be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Board of Architectural Review based on the testimony and documentary evidence presented at the open record hearing. The Board's decision on the appeal is the City's final decision. Any party wishing to challenge the Board of Architectural Review decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Board of Architectural Review decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Lindsay Brown, who may be contacted at 206.433.7166 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period if no appeal is filed. Jack Pace, Director Department of Community Development City of Tukwila City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Administrative Design Review- Minor Modification for Pizza Hut Prepared June 21, 2018 FILE NUMBERS: L17-OO Administrative Design Review APPLICANT: Robert Hernandez, Emerald City Pizza REQUEST: Modifications to the Design Review approval for Pizza Hut (L17- 0034) to reflect minor changes to the site plan and building exterior. LOCATION: 14638 Tukwila International Boulevard; APN 0040000902 COMPREHENSIVE PLAN AND ZONING Neighborhood Commercial Corridor (NCC) SEPA DETERMINATION: Exempt RECOMMENDATION: Approval with no additional conditions STAFF: Lindsay Brown, Assistant Planner ATTACHMENTS: A. Drawings: Site Plan and Elevations (May 9, 2018) B. Landscaping Plan and planting detail (May 9, 2018) C. Materials and Color board D. Applicant description of project changes E. Staff Report and Notice of Decision, L17-0034 (October 27, 201 1 BFIIE COPY BACKGROUND On October 27, 2017, a Notice of Decision was issued for administrative design review approval of a minor refreshing of the existing building and site plan changes to the Pizza Hut located on Tukwila International Boulevard. Shortly after design review approval, the applicant began talks with City staff about the potential to add a drive -through, construct a new restaurant to replace the existing building, and make further improvements. Then as in now, there was a moratorium in place (Ordinance 2565) prohibiting new auto -oriented uses along Tukwila International Boulevard while the City studies the area and contemplates updating its Comprehensive Plan. In response to the moratorium, the applicant decided to scale back the improvements, choosing to make minor changes to the site plan and circulation plus additional improvements to the facade of the existing building. Pursuant to Tukwila Municipal Code Chapter 18.60.30.6, modifications of buildings or sites that have gone through design review within the last 10 years require modification of the original decision. The proposed design modifications to the building and site are minor and can be reviewed administratively. FINDINGS Listed below are the proposed modifications to the L17-0054 Design Review approval. The narrative below each proposed modification describes the proposed design revision and staff analysis. 1. Proposed Design Revision: Adding 5 parking spaces (from 14 to 19). Staff Analysis: The minor site plan changes involves landscaping some area currently paved with crumbling asphalt (northeast portion of the site), extending the asphalt to create more parking spaces (north and south edges of the site), and asphalt resurfacing and restriping. These changes and the addition of five parking spaces are insignificant changes to the site plan, and maintain pedestrian access and circulation while increasing circulation for restaurant employees e.g. to access the trash enclosure. 2. Proposed Design Revision: Constructing a new, larger trash enclosure on the northeast area of the site. Staff Analysis: The trash enclosure will be enlarged so that it can hold both recycling and trash dumpsters, relocated to the rear of the site, and be painted and constructed with materials to coordinate with the restaurant's facade. This approach meets the intent of the j3 y TIBiDesign Manual design criteria and the supplemental development standards section of 2 the Tukwila Municipal Code. 3. Proposed Design Revision: Expanding the landscaped area north and south of the restaurant (Exhibit X). Staff Analysis: Staff recommended removing the excessive and broken asphalt north of the restaurant in the initial design review staff report; the resubmitted proposal is consistent with that recommendation and will enhance the functionality and beauty of the perimeter of the site. 4. Proposed Design Revision: Facade changes including: 1. wrap around windows on the front and north walls, 2. horizontal banding (canopy) above the entrance and articulated above with color and materials changes, 3. taller parapet on the southern elevation adding architectural interest, 4. canopy edge sign, and 5. the addition of siding resembling Tight and dark woods; Staff Analysis: The proposed facade changes are an improvement to the modest facelift proposed in the original application. The revisions show a more modern -looking building, with increased transparency and more visual interest. Wrap -around windows on the west and north sides of the building eliminate the need for a prior condition of approval, intended to break up a blank wall: "Install a landscaping strip or large planting pots along the building's northern facade. Plant a climbing vine or trees and shrubs in this area to soften the visual impact of the blank wall." - The facade changes proposed are consistent with the TIB Design Manual. 5. Proposed Design Revision: Adding a security gate to the roof ladder. Staff Analysis: The addition of a security gate will improve site security and reduce the risk of non -employees using the ladder and getting injured. The revised elevations show a taller parapet on the front facade of the restaurant, which will disguise the roof ladder. 6. Proposed Design Revision: Constructing the pedestrian paths out of concrete. Staff Analysis: Constructing the pedestrian paths from the sidewalk to the restaurant entrance with colored concrete was a recommendation of the original staff report and analysis, because colored concrete is a high -quality design material and it would stand out visually more than painted asphalt pathways would. The incorporation of the recommendation into the revised site design will improve the visual appearance of the site while increasing pedestrian safety. 3 Conclusions The following proposed design modifications can be considered improvements and minor modifications to the L17-0054 design review approval: 1. Adding 5 parking spaces (from 14 to 19); 2. Constructing a new, larger trash enclosure on the northeast area of the site; 3. Expanding the landscaped area north and south of the restaurant (Attachment B); 4. Facade changes including: a. wrap around windows on the front and north walls, b. horizontal banding (canopy) above the entrance and articulated above with color and materials changes, c. taller parapet on the southern elevation adding architectural interest, d. canopy edge sign, and e. the addition of siding resembling light and dark woods; 5. Adding a security gate to the roof ladder; 6. Constructing the pedestrian paths out of concrete. Recommendation Staff recommends adoption of the above findings and conclusions for design review approval with no additional conditions. The majority of the conditions and informational notes approved in the previous design review application L17-0054 are still applicable to the revised project, and should remain. Minor edits to condition #3 and the deletion of condition #4 are reflected below. Extend the black chain link fence to the northern boundary of the site. 1. Colored concrete or raised pavers shall be used in the pedestrian pathways to provide a contrast in colors and highlight the pedestrian areas consistent with Attachment A. There 2. Replace the crumbling curb at the northern ingress/egress. 4 Informational Items 1. All new exterior lighting should be LED. 2. Restrooms should have a lock to restrict access to customers only. 3. The rear door should be locked to prevent non -employees from entering the employee -only area. This door should have a 360-degree peephole or a break -resistant window, so that employees can see activity outside before exiting. 4. The building address shall be posted on the front of the building (Fire). 5 SOUTH SIDE ELEVATION v4•=1'-D' 2 SYMBOI PRODUCT MANUFACTURER COLOR ALTERNATE MFR REMARKS EN' AND GA SIDING 2 T1 L W/SGTLUTER OUTSIDE TRIM 3 PRE -FINISHED METAL CAP C4 LI IDENTITY WOOD FRESH CRUST OWNER PROVIDED THROUGH RSCS CROSSVILLE BASALT AAV225- 12024 NOMINAL NONE LAP & GAP SIDING 'CAST IRON' CLEAR ANNODIZED ALUM. STANDING SEAM OMI 1E2018 &RITE RED ALUM INSIDE SIDING TRIM IDENTY WOOD TO MATCH PRODUCT *1 OR 16 LAP AND GAP SIDING IDENTITY WOOD EXTRA MUSHROOM GC TO VERIFY OUANTITY & INSTALL OWNER PROVIDED THROUGH RSCS 0 PAINT SHERWIN WIWN*S FOOTHILLS .SW7514, OR MATCH 11 -SEE PH CONST. MGR FOR COLOR ALUM OUTSIDE SIDING TRIM IDENTITY WOOD TO MATCH PRODUCT 1T OR 16 I-r CEMENT STUCCO TBD TO MATCH PRODUCT 11 NOTE FOR IDENTITY WOOD OUTSIDE STORAGE, THE/MA'ERIAL SHOULD BE RACED ON STRINGERS AND COVERED QNI CEMENT, ASPAHLT, 08 SIMILAR MATERIAL, FOR ALL OTHER , INSTANCES, A TARP SHALL BE PLACED OVER HE GROUND AND UNDER THE STRINGERS WITH THE MATERIAL w TILL BEING COVERED •t881C Tp Rlt1E 118-P LO PL A T E 115'19 •0+148' T,O. RATE „ T.O. METAL PLATE! BO AWNING NOWT tOPO'DINM TO SLAB00 T.Es.)OL/Ie+� NORTH ELEVATION NIS MISCELINIEGYS A GEE SH7 1.1'WINDOW TYPES' FOR WINDOW ELEVATIONS B SEE SCOPE OF WORK FOR RESPONSIBIUTIES C CONTINUE WALL FINISHES BEHIND ALL SIGNS, LIGHT FIXTURES, LADDER, COLLECTOR HEADS. DOWNSPOUTS AND ELECTRICAL SIMTCHGEAR/PANELS D REFER TO AB.1 FOR NATIONAL ACCOUNT PRICING CONTACTS. 3 SEALERS !REFER TO SPECS) E. SEALANT AT ALL WALL AND ROOF PENETRATIONS. F SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB DO NOT SEAL SILL 99 WINDOWS LEGEND VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS, CANOPIES, AND SIGNAGE G C TO COORDINATE WORK OF ALL TRADES WITH THIS WORK • PORCELAIN TILE - CROSSVILLE. BASALT -AV225 STACKED SIZE ACTUAL 11 5/8723 1/277/16- SEE EXTERIOR FINISH SCHEDULE REM *2 GROUT I/O CUSTOM BUILDING PRODUCTS 180 CHARCOAL CORNERS: SCHLUTER, OUADEC, ITSDA, DARK ANTHRACITE, STANDING SEAM METAL PANEL - SEE EXTERIOR FINISH SCHEDULE ITEM *4 LAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM 11 LAP& GAP SIDING- SEE EXTERIOR FINISH SCHEDULE ITEM I6 TO MATCH SCL-30 PIZZA HUT SIGN SEE DTI 3/A41 CS- /201AM SWIRL SIGN SEE DIE. 2/A40 DBR 17 CANOPY SIGN IMTH LED SEE DTL 3A4.1 DBR CANOPY WITH LED DOWNUGHTS SEE DTL 3/A4 1 DAR METAL BEAM WITH LED SEE DTL 3/A4 1 DBR SURFACE MOUNTED LED SEE DTL 2/A4.0 0 ROOF -TOP EQUIPMENT SEE MEP DRAWINGS O DURO-GUARD METAL COMPRESSION SYSTEM 3O INDICATES ROOF OR PARAPET BEYOND TILE APP WRO SIDE LITE PANELS TO V —Lz 3 WEST SIDE ELEVATION 1/4' 1'T°' ELEC REMARKS X OWNER PROVIDED RSCS OR DIRECT MANLF & INSTALL BY PH APPROVED VENDOR. X OWNER PROVIDED RSCS OR DIRECT MANUF &INSTALL BY PH APPROVED VENDOR X OWNER PROVIDED PURCHASE DIRECT FROM AWNEX (REF AB 1),INSTALL BY GC OR ANNEX X OWNER PROVIDED PURCHASE DIRECT FROM AWNEX (REF AB 1) INSTALL BY GC OR AWNEX X OWNER PROVIDED PURCHASE DIRECT FROM AWNEX (REF AB 1) INSTALL BY GC OR AWNEX X OWNER PROVIDED PURCHASE DIRECT FROM AWNEX (REF *8 1). INSTALL BY GC OR AWNEX -B[7E1646FAGE-OF PREFINISHED BLACK GALV MTL GUTTER AND DOWN SPOUT, SIZED PER PLUMBING CODE O OVERHEAD LIGHTING- MOUNT IN AWNING, SEE ELECTRICAL DWGS 0 HM, ODOR AND FRAME SEE DOOR SCHEDULE 1/A1.1 2) NOT USED Ci HOSE BIBB, SEE DETAIL 6/A7 0 CD ALUMINUM STOREFRONT DOOR AND/0 (;�j� ED 11 NEW ROOF LADDER IMTH SAFETYCAG IB/ CD 0 08 MIN ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM FINISH L4 19 WALL SHALL BE FINISHED PRIOR TO INSTA 001 QI MITCHGEr 207N 6 14 NOT USED MA 1 3 15 GAS METER AND REGULATOR, REF PLUMBING DWGS 16 NOT USED Community DQveIOPm0 SIGNAGE & AWNING SCHEDULE CD 6SUITE NUMERALS- VERIFY W/ PH CONST MGR 1B STORE HOLIES, SECURITY DECALS. ADA SIGNAGE-PRONGED AND WSTAEI.EO BY VENDOR. CD NEW BON/ METAL 000R AWNING. TO MATCH STOREFRONT AWNING, WITH SOLID METAL. ROOF SEE PH COAST, MGR. FOR SCOPE OF WORK CD DASHED LINE INDICATES ORIGINAL OPENPIGIN 0MU WALL REMOVED WO. FRAME IN -FILL NVOREPIACE IMTH CINU TO MATCH EXIST (SEE STRUCT DINGS) FINISH ENTIRE CMU WALL W/CEMENT STUCCO CD FJOST. CMU WALL TO BE PANTED TO MATCH lO ErILE COPY 4 UIWUBLISHED WORK 01016 MERRICK LENTZ ARCHITECT UiNNhomed use u mpredullpn of LhNedmn4rys WalWR4 herein v,hMOI the pemi Len Munch 101111 Architect 6 not pemJDN Architect MERRICK LENTZ ARCHITECT APCN4TECTUPF PLANNING aolo5 NE 12691 Place, Kirkland, WA 93034 L.054474177 'xww,mlor4h.com stamp consultant RECEIVED MAY 3 1 2018 Community Development PERMIT SET Z6,6-16-17 CITYCORRECTIONS I1 /19-25-17 CITY CORRECTION -0R12 A3-2-18 CLIENT SITE & BLDG. REVS. A A A CONTRACT DATE XX XX XX BUILDING TYPE; EGO 24 PLAN VERSION 03-16-17 SITE NUMBER 299563 STORE NUMBER; 013898 PIZZA HUT 1463E TU KWILA INTTL BLVD TUKWILA. WA 96168 FCD 24 01600 EXTERIOR ELEVATIONS A4.0 EXTERIOR FINISH SCHEDULE 6 GENERAL NOTES KEY NOTES 6 PLOT DATE C5 U4 18 • *.maw `c-. SITE PLAN orstina sle+lrnrwe. Ap mI 1 EC . .m. oat ..s rf.r IW 1r+u.ti/t, a+w.t %CALL 1• • Ira NORll t BfILE COPY Landscape Plan Pizza Hut 013898 Tukwila, WA Living Color Landscape & Nursery OCL#7311 / WA CL #990CW P 0 Box 514 Wilsonville, OR 97070 503-678-3364 www.livingcolornursery.com KEY 0 Existing landscaping to remain Existing trees to remain APPROVED Quantity 3 each 7'-8' Thuja plicata (Western Red Cedar) Quantity approx. 530 each 1 gal. Arctostaphylas uve- ursi (Kinnickinnik/Bearberry) ground cover planted 24" OC Quantity 2 each 2'-3" approximate diameter landscape boulder RECEWED MAY 09 2018 Community Development RFILE COPY Emerald City Pizza, LLC All Franchise of Pizza Hut, Inc ADD 12121 Harbour Reach Drive, Suite 200 Mukllteo, WA 98275 Phone (425) 493-8077 x 108 Fax (425) 493-8399 Date: 09 May 2018 Lindsay Brown Assistant Planner Lindsay.brown@tukwilawa.gov 206.433.7166 RE: Pizza Hut Administrative Design Review; City File L17-0054 Re -submittal of Tukwila Pizza Hut remodel project 1. A written description of how the design meets the design review criteria in TMC 18.60.050.8. In reference to TMC 18.60.0508 the building is being remodeled and addresses and meets the following guidelines. The design intent for this location is to upgrade a tired looking building, clean and repair the surrounding parking lot, drive way, curbs and storefront sidewalk. Making for a better flow and transition from parking for both ambulatory and persons with disabilities by repairing and re -sloping a sidewalk in front of the building. In addition to that a bike rack is being added in a designated on the northside of the building. The existing building was originally built as a gas station. Pizza Hut over the years has added panels, cleaned up the look but it has become dated and wom out. The new Pizza Hut design we are proposing is a large step in a more contemporary retail direction. The height of the structure has been raised to provide better visual to the building, screen the rooftop equipment and provide continuity in materials around the entire building. The materials are also heavy duty commercial grade and should have a long -life cycle in durability and be easily maintained. The design also unifies the look of the structure giving visual relief through facade modulation with staggered surface planes creating shadow lines, material changes and facade height variations with a purpose and style. The building rooftop ladder is moved to the area where it tucks in behind a recess in the buildings walls and has a security gate attached to it. All utilities are toward the back of the building at the inset of the structure on either side. The existing structure is being refinished on the exterior and the interior. The existing building is set back from the street with parking in front. The buildings new exterior is an upgrade to more contemporary materials (see color board and renderings) that meet current building codes and provides an enhanced image with the Pizza Huts trade dress materials of new metal siding, new coping, paint, better lighting on the building, new signage per code and new storefront entrances. The center storefront panel provides an anchor to the building identifying entrances and locations of activity for the customer. The balance of the building is unified with color and banding to create visual interest. The parking lot is being repaired and resealed, new parking lot striping to better facility parking for patrons picking up their orders. The landscaping is being refreshed, with new planting material and the monument sign is being updated, repaired and new LED lamping. New plantings will give a clean fresh look and enhance the street scape for passing traffic. Existing trees are being saved and protected. The existing curbs at the drive in and egress routes are being rebuilt to provide a better turning radius to keep the curbs from being damaged by vehicle travel. A pedestrian path is being added to the parking lot to identity pedestrian access from the sidewalk to the building in a location easily identified by vehicular travel. A new dumpster surround is being relocated within the property and provided to screen both the trash and recycle bin that is currently sitting adjacent to the existing surround. The materials are consistent with what is existing on the site, fresh and new. New storefront glazing and doors will provide a view into the building's customer lobby giving the streetscape a feeling of activity without looking closed. There have been delivery and service doors added to the back of house, so the deliveries and service vehicles can park adjacent keeping larger trucks away from the general parking for customers. This keeps the large trucks away from the front of the building allowing the new retail presence to be viewed easily from the street for sign location and traffic flow. New lighting is directed at the building in concealed areas as to not reflect on traffic or neighbors. There are new lights at the service entrances for security and safety of the people leaving after dark. These fixtures are all focused down to light the immediate area and the building surface and not have light bleed onto neighboring properties. All in all, the new design will provide an upgrade to the existing property, add amenities to the site for patrons who are pedestrian, cyclists and in vehicles. The building will work with both the color, style and trend of the neighborhood, blending in and adding to its appeal. Robert Hernandez Facilities Manager Emerald City Pizza LLC rhernandez@emeraqldcitypizza.com 360-631-0996 BFILE COPY City of Tukwila ,041140ew Allan Ekberg, Mayor Department of Community Development- Jack Pace, Director Staff Report Administrative Design Review for Pizza Hut Prepared October 24, 2017 FILE NUMBER: L17-0034 APPLICANT: Robert Hernandez, Emerald City Pizza OWNER: Thanasis Aliagas REQUESTS: Type 2 Administrative Design Review approval for site and building renovations to Pizza Hut ASSOCIATED PERMITS: D17-0140 Building Permit 517-0050 Sign Permit Mechanical and Electrical Permits LOCATION: 14638 Tukwila International Boulevard COMPREHENSIVE PLAN/ ZONING DESIGNATION: Neighborhood Commercial Corridor (NCC) SEPA DETERMINATION: Exempt STAFF: Lindsay Brown, Assistant Planner ATTACHMENTS: A. Drawings: Site Plan, Photometric Study, and Elevations B. Landscaping Plan and planting detail C. Materials and Color board FINDINGS VICINITY/SITE INFORMATION Project Description This project proposes minor improvements to the site including a new trash enclosure, additional landscaping, and an exterior remodel to the 2,168 sf Pizza Hut building. The exterior remodel is planned in conjunction with a more extensive remodel of the interior (D17-0140), approved and issued September 11, 2017. A sign permit (S17-0050) was issued on August 21, 2017. The site plan layout including building location, circulation and parking is proposed to remain as it currently exists, with minor restriping. Surrounding Land Uses The site is bounded by Tukwila International Boulevard on the west side. Immediately north is a Shell gas station. The property to the south and east is developed with multifamily housing. Just south of the site is a transit shelter. 2 Surrounding land uses Access The site has two vehicular accesses from Tukwila International Boulevard. Cars can enter or exit from either access point, however the parking closest to the building is angled parking positioned for the convenience of cars entering from the southernmost driveway. A median in Tukwila International Boulevard prevents left-hand turns in or out of the northernmost entrance, though all turning motions are possible from the southern entrance. Currently there is no direct pedestrian access to the building from the sidewalk along the Boulevard, which is separated from the internal circulation of the site by a 13' landscaped strip. There is a bus shelter at the southwest corner of the site, serving Metro bus lines 124 and 128. DESIGN REVIEW CRITERIA This project is subject to administrative design approval under Tukwila Municipal Code (TMC) Section 18.24.070 and Section 18.60.030.C.2.b. The project is subject to design criteria included 3 in Tukwila International Boulevard (TIB) Design Manual and because the cost of the exterior improvements is less than 25% of the assessed value of the building, the Design Review is administrative. The TIB Design Manual is organized into four sections covering Site Design, Building Design, Landscape Design and Signs. Within each section are subject areas such as pedestrian circulation, architectural relationships, planting design and sign placement. For each subject area, there are one or more Design Criteria, which are general in nature. The Design Criteria explains requirements for development proposals; they are the decision criteria by which city staff will decide whether to approve, condition or deny a project. The Design Guidelines, which augment each Design Criteria, provide guidance to the project applicant, to City Staff and to the Director in determining whether the project meets the Design Criteria. Below, the discussion details the proposed design's degree of adherence with each section and subject area of the Design Manual. When relevant, references to other applicable criteria in the Tukwila Municipal Code are included. I. SITE DESIGN A. Site Design Concept The building is setback 55' from the west property line along Tukwila International Boulevard, with a drive and a row of angled parking between the building and the street.. In addition to the four parking spaces in front of the building, there are 10 double -loaded parking spaces available north of the building. The site is landscaped around the perimeter and this landscaping will be slightly improved with approval of the proposal. B. Relationship to Street Front The building is set back a reasonable distance from the street frontage, and landscaped with a minimum 13' deep landscaping strip between the sidewalk and the site's internal circulation area, consistent with the frontage of adjacent properties on TIB. Proposed improvements will improve the building's relationship with the street with the addition of a striped pedestrian path through the parking lot. C. Street Corners This site is not located at the street intersection and therefore this criterion does not apply. D. Continuity of site with adjacent sites The scale of the Pizza Hut building, its setback, and overall site design are similar and consistent with its only adjacent neighbor with TIB street frontage, a Shell gas station immediately north. There is no pedestrian connection existing or proposed, as cross -through traffic between the two sites is discouraged. Behind the Pizza Hut building is a black chain link fence defining the 4 Pizza Hut development at the top of the plateau from the rest of the property- a steep elevation change- down to the multifamily development to the south and east. The fence stops halfway through the northern parking lot, leaving a steep slope down to the multifamily development below unfenced and the site open to the adjacent Shell gas station site. Trash and debris can be seen down a steep slope at the Northeast corner of the property. During the site visit, staff noted the presence of trash buildup down this slope, and so it is recommended that the black chain link fence be extended so that it runs all along the interior of the site, along the southern and eastern sides. Ideally, the Shell gas station owner would continue the fenceline on their property; this would discourage pedestrians from scaling the steep slopes and eliminate the trash -dumping problem. E. Shared Facilities The site provides the required parking on site and no driveways along the Tukwila International Boulevard area are proposed to be shared with the adjoining sites. F. Site Design for Safety Exterior lighting fixtures are existing, pedestrian -scaled and outfitted with LED lights. In order to minimize conflicts between drivers and pedestrians, the applicant was asked to provide a pedestrian walkway to connect the sidewalk with the building entrance. In response the applicant added a striped pedestrian crossing to the building from the north side of the southernmost entrance/exit. It would be better if the pedestrian pathway followed the path that pedestrians are most likely to take when walking to the building, on the northern side of the north entrance and immediately south of the southern entrance. Relocating a pedestrian pathway to be south of the southern entrance has the added benefit of routing pedestrians to the building without them having to cross a drive aisle, thus minimizing pedestrian/vehicle conflicts and improving site safety. 5 The applicant submitted a photometric study showing adequate lighting levels throughout the parking areas. The lighting fixtures in the parking lot have recently been upgraded to LED's, and their height is pedestrian -scaled at about 10', meeting the TIB Design Guidelines. There is some crumbling curb at the northern driveway; a condition of approval has been added to ensure its replacement with exterior remodel improvements. Torn concrete curb at the northern entrance G. Siting and screening of service areas The current location for trash and recycling is just south of the Pizza Hut building, visible from the street. There is a concrete ramp to a small platform enclosed by a chain -link fence with vinyl slats; this encloses the garbage container. The recycling container doesn't fit in the trash enclosure space, and so sits between the trash enclosure and the building on the asphalt. 6 Existing trash enclosure The proposed renovations nnclude expanding the ramp and trash enclosure area to house both the trash and recycling containers in addition to a waste oil barrel, and painting the trash enclosure (chain link with vinyl slats) to match the building. This approach meets the intent of the TIB Design Manual design criteria and the supplemental development standards section of the Tukwila Municipal Code. H. Natural Features and Sensitive Areas There are steep slopes on the east and south areas of the site; these will remain unchanged and will be preserved with the development proposal. The existing landscaping is in good condition and will be supplemented with additional plantings. I. Surface Stormwater detention facilities The site plan will be unchanged with the design review proposal, and there are no changes to the treatment of stormwater on site. J. Pedestrian circulation Applicant was asked to provide pedestrian connections between the parking areas and the building entrances. In response, the applicant striped a pedestrian connection from the southernmost ingress/egress. Staff recommends relocating this striped path 1:o the southern side of the driveway, and adding a similar pedestrian treatment from the north side of the northern driveway. 7 K. Pedestrian Amenities The Design Manual directs applicants to incorporate pedestrian amenities in site design to increase the utility of the site and enhance the pedestrian environment, where possible. Pedestrian amenities include site furnishings, pedestrian weather protection, attractive window designs and dining near the building entrance, artwork or fountains, decorative screen walls, special paving in pedestrian areas, bike parking with weather protection, and landscape features including planters, trellises and flower baskets. Staff recommends minor changes to the designs submitted in order to increase the pedestrian - friendliness of the development and meet design criteria. Because the restaurant is primarily take-out and delivery with few if any customers dining onsite, features that facilitate pedestrian access and safe spaces to wait for orders to be complete are the most practical and useful ways to meet the design criteria. Staff recommends two striped pedestrian paths from the TIB sidewalk to the building. With the staff recommendation, the development will meet the design criteria of incorporating pedestrian amenities in the site design and enhancing the pedestrian environment in the TIB corridor. L. Vehicular Circulation Cars can enter or exit the site via two driveways to the north and south of the building. The northern driveway is right -in, right -out as there is a median in Tukwila International Boulevard preventing left-hand turns from or into this driveway. The southern driveway is open to all turning movements. There is the potential for pedestrian/vehicular conflict where the staff -recommended northern pedestrian path bisects the parking areas to the front and north of the building. This conflict can be minimized by using raised concrete pathway or contrasting paving colors to highlight the pedestrian areas. M. Parking All required parking is provided onsite and no shared parking is proposed. There are four parking spaces between the building and Tukwila International Boulevard and ten parking spaces north of the building. The applicant intends the parking lot to be restriped and resealed. There is a u-rack to accommodate two bicycles planned for a striped asphalt area dividing the parking spaces in front of the building from the northern parking lot. Staff noticed some deterioration of the curb at the northern driveway, and has included its repair as a recommended condition of approval. 8 II. BUILDING DESIGN A. Architectural Concepts The design proposes a roof extension for the section of the front fagade serving as the entryway. This section roughly bisects the building, showing axial symmetry and further highlighting the entry to the building. Secondary entrances for staff use only are found on the northern and southern sides, unmarked architecturally to blend in with the side facades. B. Architectural Relationships There is a Shell gas station, convenience store and drive -up coffee kiosk on the property to the north and from the vantage point of Tukwila International Boulevard, the property to the south is not visible as the development is down a steep slope. The buildings across the street from the site are single -story, flat -roofed structures of brick and stucco, with an occasional awning. Existing facade The gas station pump canopy and convenience store both have flat roofs, and emphasize horizontal planes both in the modulation and Shell company stripe design. The Pizza Hut building also has a flat roof, and the darker horizontal border distinguishes the top third of the building from the bottom two-thirds. Further, the entry section of the building redesign has horizontal banding and is distinguished from the flanking sides of the building by color and materials. The proposed Pizza Hut building is architecturally consistent with its only immediate neighbor, and consistent with the architectural shapes found in development across TIB. 9 C. Building Elements, Details and Materials The proposed design is of a small building (2,168 sf), and the proportions of the building elements are appropriate the scale and purpose of the building as a to -go pizza restaurant. The building will be finished primarily with metal paneling and paint in a cool tan color with a cool taupe border defining the top third facade. The entryway is defined by a higher roofline, horizontal banding in faux wood and red metal, and a dark grey stone material on either side of the glass paneled doors. D. Pedestrian -Oriented Features Staff recommends a slight rerouting of the pedestrian connection shown on the site plan, the addition of an additional pedestrian path on the north side of the site, and more distinctive materials or colors to highlight the pedestrian -only areas and minimize the likelihood of vehicle - pedestrian conflicts in the parking lot. E. Mechanical Equipment There are a few mechanical fixtures on the roof of the building that will stay post -renovations. While the design proposed maintains the flat roof, the slight extension of the roofline of the entry section will help hide the mechanical equipment from the public view. III.LANDSCAPE DESIGN A. Landscape Design The NCC zone requires 10 feet of Type I landscaping for front yards and 0 feet of landscaping for side and rear yards, unless any portion of the yard is within 50 feet of LDR, MDR or HDR zones. Because the multifamily development immediately south and east of the site is zoned HDR (High Density Residential), Type II landscaping is required for the front yard and 10 feet of Type II landscaping is required for the rear and southern side yard. Chapter 18.70.90 of the Tukwila Municipal Code requires nonconforming landscaped areas to come into conformance with code requirements when subject to Design Review. Type II landscaping is to provide moderate screening between uses, enhance streetscapes, and screen parking areas while maintaining views in to building entryways and signage. Type II landscaping consists of deciduous and evergreen trees, one shrub per 4 linear feet excluding curb cuts, and groundcover. The applicant proposes minor enhancement of a small portion of the south side landscaped area and the northern corner of the rear landscaping, adding three Thuja plicata (Western red cedar) trees and kinickinnik/Bearberry groundcover. Thuja plicata is 10 on the City's approved tree list, categorized as a small, slow -growing street tree with a mature height of 80' and mature spread of 40'. Bearberry is an evergreen shrub groundcover that helps deter erosion; for this reason it is a great choice for the steep slopes in the southwestern corner of the site. Almost all of the site's southern side yard and rear yard landscaping is on steep slopes down to the adjacent apartment complex, invisible to the Pizza Hut patrons above. There is excess asphalt covering the area east of the parking area; eliminating this asphalt and landscaping the area would enhance the perimeter of the site while decreasing its stormwater runoff. Because the site meets the landscaping requirements as -in with regard to the landscaped slope, staff encourages the applicant to make this change but is not including it as a condition of approval. The area between the guard rail and the raised curb is excess asphalt, which could be removed and landscaped. In the front yard, a landscaping strip 13' deep separates the parking lot and building from Tukwila International Boulevard. The front landscaping is mature with manicured shrubs dispersed in a bed of small red rocks, and there are two deciduous trees in this strip. Additionally, there are four deciduous trees streetside of the sidewalk in isolated planting boxes. The trees in the landscaped strip and in the tree boxes across the sidewalk amount to one tree per 23' of street frontage, excluding curb cuts. B. Planting Design The overall planting strategy of supplementing existing, mature landscaping makes sense, as existing landscaping is in generally good condition. There are a few areas of the site that could be enhanced further with landscaping, however. 11 Landscaped screening of the large, blank northern facade would help soften the building's visual impact and provide some landscaping near the parking areas, where there is currently none. The TIB Design Manual encourages the screening of blank walls that are visible from the public space, and TMC 18.52.040 Screening and Visibility requires a mix of evergreen and deciduous trees to screen blank walls. Staff recommends large planting pots or a landscaping strip be installed along the northern facade of the building, with trees and shrubs or a climbing trellis to soften the visual impact of the northern wall of the building. IV.Signage A. Signage Concept The site currently has a building -mounted sign and a monument sign. Pizza Hut will replace its building -mounted sign above the front entrance with a new sign of similar size and color scheme but featuring an updated black and white logo, with a dark -finish faux wood facade background. The top panel of the monument sign in the front yard landscaping will be refaced with the updated Pizza Hut logo matching the building -mounted sign. Both signs proposed are in scale with the building's small size, with a color scheme that matches the trim of the proposed exterior remodel. B. Sign Placement The monument sign is pedestrian -scaled at 6 feet tall and adjacent to the Tukwila International Boulevard sidewalk. This sign will retain the lower 4' of red paneling and the address in white lettering. The building -mounted sign is slightly more than 13' wide and 2' tall. TMC Chapter 19.20 regulates signs. With Tess than 400 feet of site frontage, the monument sign can be a maximum size of 54 sf per side; the sign measures at 37.2 square feet per side. At 921.5 square feet of exposed building face, the site is allowed up to 41.86 square feet of building -mounted sign; the proposed sign measures 36.1 square feet. Both signs meet the standards in TMC Chapter 19 and the TIB Design Manual. A separate sign permit is required, and was approved and issued on August 21, 2017. C. Sign Design The applicant proposes sign materials and design substantially similar to what is existing- vinyl refacing for the monument sign and channel lettering for the building -mounted sign. The design of both signs is appropriate to the building's small size, use as a restaurant, and its location on Tukwila International Boulevard. 12 CONCLUSIONS D. Site Design The site is accessed by two driveways from Tukwila International Boulevard. All required parking is provided on site, and the applicant will install a u-rack for bicycle parking as part of their site improvements. While the site layout and building size and location will not change with the planned improvements, some minor additions to the parking lot and building entry will increase pedestrian amenities onsite and better unify it with the inviting streetscape of Tukwila International Boulevard. Adding pedestrian pathways from the sidewalk to the building will improve the site design by adding pedestrian amenities where before they are lacking. Minor improvements such as extending the perimeter fence, adding additional perimeter landscaping plants, and upgrading the trash enclosure will enhance and further visually define the site. 1I. Building Design The renovated Pizza Hut restaurant will utilize the same footprint as the existing, and its relationship with other adjacent buildings will remain consistent after the remodel. The remodel will define the entry much better than the current design, and the elevated center paneling will help screen rooftop mechanical equipment. The updated exterior materials will improve the visual appearance of the restaurant with brighter trim colors and a faux wood finish at the entry. III. Landscape Design The plants chosen to supplement existing perimeter landscaping are appropriate to the location- bearberry helps secure slopes, and a western red cedar at the northeast corner is on the City's preferred tree list. Along with four street trees, the front landscaping creates a pleasing environment contributing to a unified TIB streetscape. The addition of screening on the northern facade will further define the site and soften the building's appearance. IV. Signage Two signs are proposed and have been approved; one monument size sign that is pedestrian - scaled and locate within the front yard landscaped strip, and a building -mounted, channel lettering sign featuring an updated Pizza Hut logo. Both signs have been approved under separate permit, S17-0050. 13 RECOMMENDATIONS Staff recommends approval of the Design Review application with the following conditions: 1. Extend the black chain link fence to the northern boundary of the site. 2. Colored concrete or raised pavers shall be used in the pedestrian pathways to provide a contrast in colors and highlight the pedestrian areas. There shall be a pedestrian pathway to the front building walkway from the north side of the northern vehicular entrance, and the southern side of the southern vehicular entrance. 3. Replace the crumbling curb at the northern ingress/egress. 4. Install a landscaping strip or large planting pots along the building's northern facade. Plant a climbing vine or trees and shrubs in this area to soften the visual impact of the blank wall. INFORMATIONAL ITEMS 1. All new exterior lighting should be LED. 2. Restrooms should have a lock to restrict access to customers only. 3. The rear door should be locked to prevent non -employees from entering the employee -only area. This door should have a 360-degree peephole or a break -resistant window, so that employees can see activity outside before exiting. 4. The building address shall be posted on the front of the building (Fire). 14 1. CONTRACTOR SHALL CONTACT THE PROPER AuTHORITIES TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES AND HAVE SAME MARKED BEFORE PROCEEDING WITH ANY DIGGING OR OTHER SITE WORK 2. THE CONTRACTOR 15 RESPONSIBLE FOR ESTABLISHING THE FINISH FLOOR ELEVATION (ABOVE SEA LEVEL) BASED UPON THE CM. DRAWINGS AND ON EXISTING FIELD CONDITIONS INCLUDING GRADES DRAINAGE UTILITIES ACCESSIBLE ROUTES ETC. AND SHALL OBTAIN APPROVAL OF SAME FROM THE OWNERS CONSTRUCTION MANAGER AND CIVI- ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. CONCRETE PAVING WITHIN 5'-C' OF EXTERIOR DOORS SHALL SLOPE AWAY FROM BUILDING AT 1 % 4. GRADE/SOIL SHALL SLOPE 1%MINIMUM AWAY FROM ALL SLAB EDGES AND SHALL BE HELD DOWN 6 X. MINIMUM FROM THE TOP OF THE CONCRETE SLAB 5. ALL ACCESSIBLE ROUTES ON SITE S-ALL COMPLY WITH ALL ADA REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THOSE REQUIREMENTS. 6. MAINTAIN POSITIVE DRAINAGE ON SITE AND INFORM 'HE OWNERS CONSTRUCTION MANAGER AND CIVI', ENGINEER OF ANY ISSUES WITH SAME BEFORE PROCEEDING WITH WORK. 7_ THE CONTRACTOR SFIALL CONFIRM THE BUILDING LOCATION ON THE SITE WITH THE OWNERS CONS'R'uCrION MANAGER ANDCIL ENGINEER BEFORE PROCEEDING WITH THE WORK. B. VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN DESIGN AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCTION MANAGE AND CM, ENGINEER PRIOR TO PROCEEDING WITH WORK. 9. PATCH AND REPAIR ANY AND AL, PAVING DISTURBED DURING CONSTRUCTION TO MATCH ADJACENT PAVING CONDITIONS AND ELEVATIONS 10. VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND METERS ON SITE AND ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCITON MANAGER AND CIVIL ENGINEER 11. REFER TO PROJECT JENERAL NOTES ON SHEET T1.0 8 A1.1 12. ADA MANEUVERING SPACE OUTSIDE OF EXTERIOR DOORS SHALL BE LEVEL TO WITHIN 1/48 SLOPE MAX SITE PLAN GENERAL NOTES • A 1T PIZZA HUT BUILDING © WASTE OIL, BARRELL LOCATION WASTE OIL BARREL (50-GAL) TO HAVE LOCKING LI0. CD 8'X20' ACCESSIBLE VAN' PARKING SPACE WITH B' X 20' ACCESS NSLE C' GAS METER- EXISTING n WATER METER - EXISTING © ELECTRICAL SERVICE PANEL 8 METER . EXISTING U 1 RASH AREA 8 DUMPSTER W/7' HIGH SCREEN FENCE ON NEW CONCRETE SLAB. 6' THICK REINF'D CONCRETE PAD W/ BROOM FINISH AND SLOPED TO GRADE FOR ACCESS. CD ADA CURB RAMP MAX SLOPE 1 12 CD CONCRETE WALK WITH LIGHT BROOM FINISH. ACCESSIBLE ROUTE TO SLOPE 1 20 MAX IN DIRECTION OF TRAVEL WITH CROSS SLOPE 1 48 MAX NEW SIGNAGE - REFACE MONUMENT BASE AND REPLACE EXISTING SIGN PER CORPORATE STANDARDS UNDER SEPARATE PERMIT, OD INSTAL NEW ADA ACCESSIBLE PARKING SIGN AT - 5'-0 A.F.F. MIN. SEE 5HT ADM .1 CORNER SIGN TO HAVE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND SHALL BE DESIGNATED OF VAN ACCESSIBLE' WRITTEN ON THE SIGN. PER ANSI A,17,1 1� RELOCATE EXISTING HVAC UNITS (3) PER MECHANICAL PLANS REMOVE EXISTING ASPHALT PATCH AND REPNR TO LIKE NEW PROVIDE LANDSCAPING T80 1� REMOVE CURB AND RADIUS PER PLAN- AND REPLACE CURB - FIELD VERIFY EXISTING DUMPSTER SJRROUND KEY NOTES C REQUIRED PARKING FOR FAST FOOD RESTAURANT 4 CARS 7 1.000 SO FT OF RETAIL SALES- GENERAL 2.168 50. FT, 8.67 STALLS REQUIRED - 14 STALLS PROVIDED NO CHANGE OF USE - EXISTING TO REMAIN KEY NOTES C TENANT/PYLON/MONUMENT PANE, FACE TO BE FROM THE CURRENTLY POSTED 20'6 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC S.GNAGE VENDORS. 120.00' SITE PLAN SCALE. 1"= 20' O� 1 REGISTERED CD 1 \ I ARCHITECT MERRCK D. LENTZ STATE WASMNGTON RECEIVED AUG 142017 Community Development .I. �. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgldlnc.com PERMIT SET A DATE DESCRIPTION A A n A A CONTRACT DATE XX_XX.XX BOLDING TYPE FS DELCO LITE PLAN VERSION 03-15-17 SITE NUMBER 299663 STORE NUMBER 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD TUKWILA. WA 98'68 PizZa'{�i t' FS DELCO LITE 013898 A -SITE NORTH PLOT DATE 05-19-17 rip I.nlllf�% COLOR LANDSCAPE & N ASt;RY 00117311 i WCJ.tt99,XW Ill BOXY 514 Wilsonville OR 97070 503-678.33CA !tv#vtr.liivingcolornttrseryxoin LANDSCAPE PLAN'PIZ0U14441, -14638 PAC2 HWY S Existing trees to remain SEATTLE,WA Existing landscape to remain 3 7-8' Thuja plicata (Western Red Cedar) 1 gal Arctostaphylas uve-ursi (Kinickinnik/Bearberry) ground cover, 24" on cents 2 2-3' diameter landscape boulder SEP ',, pU3UC WORKS RECEIVED AUG 142017 Community Development •i r PLANTING DETAILS SOIL PREPARATION: A. MECHANICALLY RIP OR HAND TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES. REMOVE ROCK AND HARD CLODS 3 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL. B. IN ALL PLANTING AREAS APPLY 3" OF ORGANIC COMPOST & ROTOTILL TOP 6 INCHES OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY PLANTING: A. ALL PLANT PITS SHALL BE 2X THE DIAMETER OF THE ROOTBALL, BACKFILL SHALL BE 50% NATIVE SOIL / 50% ORGANIC COMPOST. B. CONTRACTOR SHALL INSTALL 20-10-5 AGRIFORM TIME RELEASE PLANT FERTILIZER TABLETS AND MICCHORIZAL INOCCULUM IN EACH PLANT PIT AT THE RATE RECOMMENDED BY THE MANUFACTURER. C. ALL PLANTING AREAS SHALL RECEIVE A 2" LAYER OF DARK BROWN SHREDDED BARK MULCH. WOOD CHIPS ARE NOT ACCEPTABLE. A 6" RING AROUND TREE CROWNS SHALL BE MULCH FREE. IRRIGATION: A. IRRIGATION MODIFICATIONS SHALL BE DESIGN -BUILD BY CONTRACTOR TO BE FULLY AUTOMATIC AND COVER NEW LANDSCAPE AREAS. $11KI0, MOOTVitr ADMIn.tt'L.N -, • 1.114 Loab.Il CAnn1O1 o7REE PIANTINO ONaIL1NGMMtlNO TO ?,—"��- wannararu4 UNA MI — ra1. wtauoNc nnnfhtAaA ('ice— —✓!'+r M Immo OTREE STAKING• DOUBLE LMOOYOOq taw n.4r. r.Oxamcu twun�.Llo,luiort t tMaba IOtU.11IL MOO I10,0IOICLOG1mr NIIOLto Or no141 tM 14a OOOLOI.CN11Nnn IVY, j — NMI»ro,1Ott n 1.4,00.4 nMWL..Y _ uxauva IpWrfA,fhtlYLNMM OuttIOtM1 i--WAPISocam —,G,OIOIiMnnIptn2,CA.aN,. NMI/ fO tiorMWr MUM qOl NL 0 CONTAINER SHRUB MO GRASS PLANTING •-LLLNmn.O.ws co WWI -- OnrNNL,IOY rtabfoY1,O n4, 11C.fumfMCMILF1[a l]m Mt TI nor nt ONnMIbO ISM GROUNDCOVER PLANTING .41 NAL norm4AoIPA:trl YIn ILQLO :.N Incuninwao .uuNw WIIMLOKW)UtNWlOG NATO AT raw T 1.01.0ALNLr.O LMWOnEJMIKi1010, c NO11LN. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION May 29, 2018 Robert Hernandez 12121 Harbour Beach Drive #200 Mukilteo, WA 98275 Transmitted via email to rhernandeznn,,emeraldcitypizza.com RE: Pizza Hut Administrative Design Review Minor Modification; City File L17-0054 Dear Mr. Hernandez, Your application for administrative design review for the Pizza Hut remodel located at 14638 Tukwila International Boulevard has been found to be complete on May 29, 2018 for the purposes of state - mandated timelines. If you have any questions with this matter, please email or call me at the information below. Sincerely, Lindsay Brown Assistant Planner Lindsay.brown@a,tukwilawa.gov 206.433.7166 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov j r City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5(-1 % Plan Check/Permit Number: L 17 005 ❑ Response to Incomplete Letter # L. Response to Correction Letter # _1_ • Revision # t after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: PIZZA HUT Project Address: 14638 TUKWILA INT'L BLVD Contact Person: tSYJ�Z, Z'�,r- Phone Number: Summary of Revision: — f sue, iL405 �`'V`e'S LtA Vim. S Gc\R?i egi\.4S\d s� vk,c- S\ors a - QC,At'S sti -li'‘tA1 kr.\\R> 3c,0 b3 oi°V'.` Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on Srss C:\Users\Rachelle-R\Desktop\Revision Submittal Form - D16-0305.doc Revised: August 2015 rr NAY 09 2018 Community Development Emerald ray f�ue Emerald City Pizza, LLC All Franchise of Pizza Hut, Inc 12121 Harbour Reach Drive, Suite 200 Mukilteo, WA 98275 Phone (425) 493-8077 x 108 Fax (425) 493-8399 Date: 09 May 2018 Lindsay Brown Assistant Planner Lindsay.brown@tukwilawa.gov 206.433.7166 RE: Pizza Hut Administrative Design Review; City File L17-0054 Re -submittal of Tukwila Pizza Hut remodel project 1. A written description of how the design meets the design review criteria in TMC 18.60.050.8. In reference to TMC 18.60.0508 the building is being remodeled and addresses and meets the following guidelines. The design intent for this location is to upgrade a tired looking building, clean and repair the surrounding parking lot, drive way, curbs and storefront sidewalk. Making for a better flow and transition from parking for both ambulatory and persons with disabilities by repairing and re -sloping a sidewalk in front of the building. In addition to that a bike rack is being added in a designated on the northside of the building. The existing building was originally built as a gas station. Pizza Hut over the years has added panels, cleaned up the look but it has become dated and worn out. The new Pizza Hut design we are proposing is a large step in a more contemporary retail direction. The height of the structure has been raised to provide better visual to the building, screen the rooftop equipment and provide continuity in materials around the entire building. The materials are also heavy duty commercial grade and should have a long -life cycle in durability and be easily maintained. The design also unifies the look of the structure giving visual relief through facade modulation with staggered surface planes creating shadow lines, material changes and facade height variations with a purpose and style. The building rooftop ladder is moved to the area where it tucks in behind a recess in the buildings walls and has a security gate attached to it. All utilities are toward the back of the building at the inset of the structure on either side. The existing structure is being refinished on the exterior and the interior. The existing building is set back from the street with parking in front. The buildings new exterior is an upgrade to more contemporary materials (see color board and renderings) that meet current building codes and provides an enhanced image with the Pizza Huts trade dress materials of new metal siding, new coping, paint, better lighting on the building, new signage per code and new storefront entrances. The center storefront panel provides an anchor to the building identifying entrances and locations of activity for the customer. The balance of the building is unified with color and banding to createppvvisual interest.. _y 1.4AY 09 2018 Community Devefapment The parking lot is being repaired and resealed, new parking lot striping to better facility parking for patrons picking up their orders. The landscaping is being refreshed, with new planting material and the monument sign is being updated, repaired and new LED lamping. New plantings will give a clean fresh look and enhance the street scape for passing traffic. Existing trees are being saved and protected. The existing curbs at the drive in and egress routes are being rebuilt to provide a better turning radius to keep the curbs from being damaged by vehicle travel. A pedestrian path is being added to the parking lot to identity pedestrian access from the sidewalk to the building in a location easily identified by vehicular travel. A new dumpster surround is being relocated within the property and provided to screen both the trash and recycle bin that is currently sitting adjacent to the existing surround. The materials are consistent with what is existing on the site, fresh and new. New storefront glazing and doors will provide a view into the building's customer lobby giving the streetscape a feeling of activity without looking closed. There have been delivery and service doors added to the back of house, so the deliveries and service vehicles can park adjacent keeping larger trucks away from the general parking for customers. This keeps the large trucks away from the front of the building allowing the new retail presence to be viewed easily from the street for sign location and traffic flow. New lighting is directed at the building in concealed areas as to not reflect on traffic or neighbors. There are new lights at the service entrances for security and safety of the people leaving after dark. These fixtures are all focused down to light the immediate area and the building surface and not have light bleed onto neighboring properties. All in all, the new design will provide an upgrade to the existing property, add amenities to the site for patrons who are pedestrian, cyclists and in vehicles. The building will work with both the color, style and trend of the neighborhood, blending in and adding to its appeal. Robert Hernandez Facilities Manager Emerald City Pizza LLC rhernandez(u)emeragldcitypizza.com 360-631-0996 Rt: MY 09 2018 CornrYlun'ty Dee.. pme nt 010 Lts 1, CONTRACTOR SHALL CONTACT THE PROPER AUTHORTTI.ES TO CONFIRM THE LOCATIONS OF AU. EXISTING UTILITIES AND HAVE SAME MARKED BEFORE PROCEEDING WITH ANY DIGGING OR OTHER SITE WORK. 2 THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE FINISH FLOOR ELEVATION (ABOVE SEA LEVEL] BASED UPON THE OWL DRAWINGS AND ON EXISTING FIELD CONDITIONS INCLUDING GRADES, DRAINAGE UTILITIES. ACCESSIBLE ROUTES ETC AND SHALL OBTAIN APPROVAL OF SAME FROM THE OWNERS CONSTRUCTION MANAGER AND CAN_ ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. CONCRETE PAVING WITHIN 550' OF EXTERIOR DOORS SHALL SLOPE AWAY FROM BUILDING AT 1% 4 GRADE/SOIL SHALL SLOPE 1% MINIMUM AWAY FROM ALL SLAB EDGES AND SHALL BE HELD DOWN 615' MINIMUM FROM THE TOP OF THE CONCRETE STAB 8. ALL ACCESSIBLE ROUTES ON SITE SHALL COMPLY WITH ALL ADA REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THOSE REQUIREMENTS 6. MAINTAIN POSITIVE DRAINAGE ON SITE AND INFORM THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER OF ANY ISSUES WITH SAME BEFORE PROCEEDING WITH WORK 7. THE CONTRACTOR SHALL CONFIRM THE BUILDING LOCATION ON THE SITE WITH THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER BEFORE PROCEEDING WITH THE WORK. 8. VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN DESIGN AND EXISTING CONCRIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCTION MANAGE AND CIVIL ENGINEER PRIOR TO PROCEEDING WITH WORK. o. PATCH AND REPAIR RAZZ Alb AI.L PA`lMG DISTURBED DURING CONSTRUCTION TO MATCH PDJACESO PAVING CONDITIONS ANU ELEVATIONS. 10 VERIFY LOCATION OF ALL UT.UTY CONNECT IONS AND METERS ON SITE AND ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCITON MANAGER AND CML ENGINEER 11. REFER TO PROJECT JENERAL NOTES ON SHEET T1.0 8 A I 1 12. ADA MANEUVERING SPACE OUTSIDE OF EXTERIOR DOORS SHALL BE LE ✓EL TO WITHIN 1/48 SLOPE MAX. SITE PLAN GENERAL NOTES A A t) PIZZA HUT BUILDING (J WASTE OIL. BARREL LOCATION WASTE OIL BARREL (50GAL) 1'0 HAVE LOCKING LID. 20' ACCESSIBLE VAN' PARKING SPACE' WITH 8 X 2D' ACCESS AISLE PEP WA. STATE DARDS. GAS METER - EXISTING WATER METER • EXISTING ELECTRICAL SERVICE PANEL 8 METER . EXISTING OVE EXIST TRASH AREA AND REPAVE WITH A/C PAVING AND PARKING STRIPG, CURB RAMP: MAX SLOPE 1. 12 SEE SHT. ADA 1.1 CONCRETE WALK WITH LIGHT BROOM FINISH. ACCESSIBLE ROUTE TO SLOPE 1:20 MAX IN DIRECT:ON OF TRAVEL WITH CROSS SLOPE 1:48 MAX NEW SIGNAGE - REFACE MONUMENT 6,15E AN0 REPLACE EXISTING SIGN PER CORPORATE STANOAR05. UNDER SEPARATE PERMIT. ALL NEW AOA ACCESSIBLE PARKING SIGN AT '00' AF.F MIN, SHT ADAI,1 CORNER SIGN TO HAVE IN1 ERNATIONAL SYMBOL OF ACCESSIBILITY AND SHALL BE DESIGNATED OF VAN ACCESSIBLE' WRITTEN ON THE SIGN. PER ANSI A117.1 SEE SHT ADA, 1 FOR DETS RELOCATE EXISTING (2) HVAC UNITS PER MECHANICAL PLANS. ,3Oj REMOVE EXISTING ASPHALT, PATCH AND REPAIR TO L,KE NEW, PROVIDE LANDSCAPING I BD a) REMOVE CURB AND RADIUS PER PLAN . AND REPLACE CURB • FIELD VERIFY NOT USED Ct _EXITING PARKING LIGHT POST REMOVE LIGHT AND BASE AT NEW TRASH AREA 8 EW PARKING SPACES.. 2BIKE - RACK•BLACK- RELOCATE (,i$) EXISTING BLACK VINYL COATED CHAIN LINK FENCE AND EXISTING WHITE GUARD RAIL AT TOP OF SLOPE TO REMAIN. REMOVE GUARD HAIL AI NEW !RASH AREA. NECT STREET SIDEWALK AlNEN/ ADA WALK WAY 8 AT NORTH DEM/EV/AY WITH C. WALK WITH 8ROOM FINISHED TEXTURE J «3J czv 44114 EXTERIOR WALL SCONCE SEE ELEVATIONS SLITS A4. A4 1 LED LIGHTING 2 UNDER SIDE OF ENTRY CANOPY EXISTING POST LIGHTING AT PUBLIC SIDEWALK EXISTING STREET POST LIGHTING FOR STREET •• • E EXIST. CONE. SLAB AND REPLACE WITH NEW NO PAVING. DIVE ALL EXIST CONC. CURBS AND REPLACE WITH P.I F. CONC. 6' CURBS 8 FRS. INSTALL NEW CURBS/ GUTTERS AS SHOWN. \ EW A/C PAVING AND EXIST. NC PAVING TO RECEIVE NEW SEAL COAT. TRIPE ALL PARKING SPACES AS SHOWN WITH 4` STRIPING, ALL NEW TRASH ENCLOSURE WITH G' REINF CONC. SLAB, 6' CMU WALLS, T H, AND NEW CORRUGATED METAL GATES HUNG ON 8" DLA STL. POSTS. C WHEEL. STOPS AT ALL PARKING SPACES. TALL NEW A/C PAVING 8 CONC. CURBS. U' AWNING - MOUNT AT +4-0' AF F ® KEY NOTES C REQUIRED PARKING FOR FAST FOOD RESTAURANT 4 CARS / 1,600 SO FT OF RETAIL SALES • GENERAL 216H 8 67 STALLS REQUIRED • PROVIDED NO CHANGE OF 115E • EXISTING TO REMAIN KEY NOTES C 55 GAL WASTE OIL BARREL DUMPSTER OUTLINE - 7.5 YD 6' CONC. CURB CARDBOARD RECYCLE BIN - 6 YD. 6' CONC. REINF. SLAB wl THICKENED EDGE 6'0 STEEL GATE POSTS FILLED WI CONC., wl Tw x 6'-8'hi STL, FRAMED GATE wl CORRUGATED STL. GATE PANELS 6' REINF, CMU WALLS wl SOLID GROUT CELLS - 7'A' HIGH TVP. 6' CONC. CURB • SEE SITE PLAN 1 Yd' 12-8' \ \ ' -\ \ 54 Y TRASH ENCLOSURE DETAIL SCALE, 1 /8" = 180" NOTE, TENANT/PYLON/MONUMENT PANEL FACE TO BE FROM THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. \ c4 sy®0 XIST TR EXIST. TR '7 \:l NEW LIGHT 11 EXIST TREE /I \� I NEWCONC WALK o- \ \.__)II - NEW CONE. CURB Z� 4j N RELOCATE(` EXISTING ct- __ - I S31.p '/ 3- NEW CUSTOMER �/ SPACE 9X19' 1 OF14 NEW CONE CURB &5� 14 EXIST. CUSTOMER SPACESSX2O EXIST LIG SITE PLAN b NEW EMPLOYEE 8 5IX2E SPACES — NEW CONO. WALK \i 5 1\ \Jt9j TER AREA Ltl12 / -NEW CUSTOMER &BILGES9X20 \\\ NEW 120.00' EXIST. METAL CATCH BASIN 4-EXIST. CUSTOMER SPACE 5X19' TOTAL PARKING. 19 SPACES 9X151MIN.) Bp aNC. CURB Tay, TRASH j ENCLOSURE_ 1-EMPLOYEESPACE/�`.,a /:,•S,� 9X� RELOCATE 4'p4" D COSTING UWE NEW LANDSCAPE REMOVE EXIST , J�y!-ii7 -�RE '_"(J? B. EXIST. PIZZA HUT -- 'BUILDING A 4 r"G'Y'>-C.� EXIST GA5 1'-FIETETLBELSCT. SERVICE,„ /) .1-oNK EXIST. METAL GIURO RAIL NEW CONC. CURB ®- EXIST. LIGHT 3\5 120.0(1' FENCE 4 SCALE: 1" 1086" 8E918.5C12 TRASH LD:SURE WI Y HI, WADS F / I ' —EXIST. M$" AL GURANRO \ OHAIN.5NK FENCE NORTH UNPUBLISHED WORK C 2018 MERRICK LENTZ ARCHITECT nauth0Red use m RproCu4lion of thew drawings Or am Part N eW with.. the pertnivion of N.. ter„ M1R1er: is not permit. architect MERRICK LENTZ ARCHITECT 28815 NE 426th Place, Kirkland, WA 58034 I'425'742.3177 wwwmlarch.com stamp 15TATE of WASHING consultant BFILE COPY APPROVED PERMIT SET 018, CITY CORRECTIONS NI 2 025, CITY CORRECTION .DRM2 3 3.2.18 CLIENT SITE 8 BLDG REVS CONTRACT OATS BUILDING TYPE. PLAN VERSION. SITE NUMBER' STORE NUMBER PIZZA HUT XX XX.XX ECU 24 03-15 17 2,'XNG3 013809 14038 TUKWILA IN IL. BLVD TUKWIA WA 98168 FCD 24 01600 SITE PLAN & NOTES D 092018 A -SITE PLOT DATE c i 7-00 s4 05.04.18 tii20 u- TO" TE y1100' RF' T.O PUTS 0.6` S9 PiAIE O. MEtk ACCENT 110'-0' v 8.0. AWNING 100'-0' WING 3 4- / 6JTOMATCHF1J TO PI ATE 5�— • • ( rp 120'.6 110-1I _ n1' �ts-31n i4 6' C RATF T O METAL. ACCENT 1+25. BOTT OF RF DECK (VERIFY) \/ B 0 AWNING Alk 2 )_ L_ !+e I/ Ir \ ENTRY DO r 70. 3 '.U. SU10 l.0 SUB t SID_ U 1E PANES 10 UNPUBUSNED WORK 02018 MERRKK LENTZ ARCl10ER FHFr No herein wrAwt 9N Hntmlon al Mind 14404Wtttla ru:ppmlled SOUTH SIDE ELEVATION +-4• d'-1F 2 WEST SIDE ELEVATION 1 S O. ROOF DECK (VERI1I �000' i.0, SLAB g TO MATCH LU 8 TO MATCH II_-, " T O. PLATE ''BJTO MATCH 6 -/ 120-6 T O PLATE - - O'10TE-r � PLA ✓ 10_) PLATE ' 114a'L TO MFTALACCENT� ( 20 BO AWNING'' DWING 10U-0 (. NORTH ELEVATION NTS 3 SYMBOL PRODUCT MANUFACTURER COLOR ALTERNATE MEP REMARKS LAP AND GAP SIDING r-2 ' TILE W/ SCHLUI ER OUTSIDE TRIM El PRE -FINISHED METAL CAP [41 STANDING SEAM 15 t ALUM INSIDE SIDING TRIM LAP AND GAP SIDING. L7 PAINT ALUM OUTSIDE SIDING TRIM 9 I CEMENT STUCCO IDENTITY WOOD FRESH CRUST CROSSVILLE BASALT *AV225 - +2r24 NOMINAL -- - CLEAR ANNODIZED ALUM DMI 1E2418, BRIE RED OWNER PROVIDED THROUGH RSCS '} NONE *II LAP B GAP SIOING'CAST IRON-' .. _._ .. t - IDENTV WOOD TO MATCH PRODUCT 4 t OR Yb GC ` VERIFY IDENTITY W000 EXTRA MUSHROOM ITV g INSTALL OWNER PROVIDED +HROUGH HSCS OUANT SHEFIWIN WILLIAMS FOOTHI LS 4SW7514, OR MATCH Y+ -SEE PH CONST MGR. FOR COLOR IDENTITY W000 I TO MATCH PRODUCT 41 OR 46 y— - - TBD TO MATCH PRODUCT 4' NOTE FOR IDENTITY W000 OUTSIDE STORAGE. THE MATERIAL SHOULD BE P INSTANCES. A TARP SHALL BE PLACED OVER THE GROUND AND UNDEI 1 3ED ON STRINGERS AND COVERED. ON CEMENT ASPAHLT OR SIM.LAR MATERIAL FOR ALL OTHER HE STRINGERS WITH THE MATERIAL 3TIJ_ BEING COVERED. Nog 13 6 EXTERIOR FINISH SCHEDULE 16 MISCELLANEOUS A. SEE SHT AI.1 WINDOW TYPES` FORWINDOW ELEVATIONS 6 SEE SCOPE OF WORK FOR RESPONSIBILITIES. C CONTINUE WALL FINISHES BEHIND AIL SIGNS, LIGHT FIXTURES, LADDER COLLECTOR HEADS, DOWNSPOUTS AND ELECTRICAL SWRCHGEAR/PANELS D REFER TO AB 1 FOR NATIONAL ACCOUNT PRICING CONTACTS SEALERS)REFER TO SPECS] E. 02010,NT A.' ALL WALL AND POOE o<,1..'FTRAT/ONS F SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB DO NOT SEAL SILL f4 WINDOWS LEGEND VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS. CANOPIES AND SIGNAGE. GC TO COORDINATE WORN OF ALL TRADES WITH THIS WORK. PORCELAIN'ILE - CROSSVILLE. BASALT -AV225 STACKED SIZE' ACTUAL 11 5/84231/27/16- SEE EXTERIOR FINISH SCHEDULE ITEM 42 GROUT- 1/8' CUSTOM BUILDING PRODUCTS 460 CHARCOAL CORNERS SCHLUTER, QUADEC. MTSDA DARK ANTHRACITE STANDING SEAM METAL PANEL - SEE EXTERIOR FINSH SCHEDULE REM 44 LAP 8 GAP SIDING - SEE EXTEPoOR FINISH SCHEDULE REM 41 LAP 4 GAP SIDING - SEE EXTERIOR FINISH SCHEDULE TEM Y6 GENERAL NOTES 17 QTY. ITEM EXEC REMARKS \% 133 (1- 1 1 SCL-30 PIZZA HUT SIGN SEE DTL 37AS.1 X OWNER PROVIDED RSCS OR DIRECT 1f,ANUF 8 INSTALL BY PH APPROVED VENDOR. CS-7201AM. SWIRL SIGN SEE DTL 2/A40 0 OWNER PROVIDED ROCS OR DIRECT MANUF& INSTALL BY PH APPROVED VENDOR. i 0001C' C8000-SIGN-WITHt00000001-0*80 M ER-PRENIDED-P-C. ----0-05006TffiOM-FWNEj(i2EFA8-11. INSTALL BYG.,GIN AYF'00•- > DBR 12- CANOPY SIGN WITH LED SEE DTL. 3A4.1 X OWNER PROVIDED PURCHASE DIRECT FROM AWNEX (REF AS 1) INSTALL BY GC OR AWNEX. �•) 61' r7 . 2 M15C MISC DER CANOPY WITH LED DO'WNUGHTS SEE DTL 3/A4 1 X OWNER PROVIDED PURCHASE DIRECT FROM AWNEX (REF AB 1). INSTALL SY GC OR ANNEX. DM METAL BEAM WITH LED SEE OIL, 3/A4.1 X X OWNER PROVIDED PURCHASE DIRECT FROM A'WNEX (REF 80 1). INSTALL BY GC OR AWNEX. DBR SURFACE MOUNTED LED SEE DTL. 2/A4.0 OWNER PROVIDED PURCHASE DIRECT FROM AWNEX (REF A8.11. INSTALL BY GC OR AWNFX (e' ',9i-- 0 1- DBRRECE33CC PARAPETLEOBEEOTt//A4-0 ' X OWNER -AWN/EX./RE-EAR 11 NSTALtB1,90-6R'AWNEX— DBR HEIGHT'1NDICATOR, SFF-A1P.— •—OWNER•PR0VIOEO AVINEk1REFp.3'1). INS1AL1.-BY GC ORAWNFX--- (10)- , -I - - MISCr--DBR4AETAL TCB X 6WIRLERAPHI^^0EEDTc-3/A4-1---___ -- -. X. -.. - - - _ OWNER PROWD0D RSC50R 0143e'67444IIUF-8.JNSTAL{64-PH008208ED•VENDOR BEAM/COLUMN . . [)VNIERPROVIDEDFURCNASE 31RE:i8RFM-AWNEX /REF AA 4 444STAEL$V43G-ORJs8ti85- SIGNAGE & AWNING SCHEDULE 4 ROOF -TOP EQUIPMENT. SEE MEP DRAWINGS (2' DUROGUARD METAL COMPRESSION SYSTEM 3J: INDICATES ROOF OR PARAPET BEVOND ( 4 PRE` FAS EB6EA62C#V-MA-SEUPPERANB-SOWNSPG01-OERPEUMBIPM-0ODE EXTEND 4'K"rc_nr C„'U-16H.44+22-45 -SEE I9ETAIL 11/A70. 5 ,, PREFINISHED BLACK GALV. MT_. GUTTER AND DOWN SPOUT, SIZED PER PLUMBING CODE L ) OVERHEAD LIGHTING- MOUNT IN AWNING SEE ELECTRICAL DWGS ] FM DOOR AND FRAME- SEE DOOR SCHEDULE 1/A1 1 6) NOT:)SED 9 HOSE BIBB SEE DETAIL 6'A70 '_ 10.: ALUMINUM STOREFRONT DOOR AND/OR WINDOW SEE WINDOW TYPES 5/A1 1 !11) NEW ROOF LADDER WITH SAEE'Y CAGE PEP CODE SEE DET 1 /A6 0 8 18/A0.1 (12 / 009 MIN ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM FINISH 13 WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SW1TCHGEAR �� NOT USED 4,_15,) GAS MEIER AND REGULATOR REF PLUMBING OWLS NOT USED C3'; 6' SURE NUMERALS- VERIFY W/ PH CONST. MGR STORE HOURS SE000100 DECALS ADA SIGNAGE-PROVIDED AND INSTALLED BY VENDOR �79; NEW WOO. METAL DOORAWNING, TO MATCH STOREFRONT AWNING. WTH SOLID METAL ROOF SEE PH CONS, MGR FOR SCOPE OF WORK �7n ` DASHED LINE 4,400ATES ORIGINAL OPENING IN CMU WALL REMUVEJ W0. FRAME IN -FILL AHU REPLACE WITH CMU 10 MATCH EXIST (SEE STRUCT DWGS.1 FINISH ENTIRE CMU WALL W. CEMENT STUCCO EXIST CMU WALL TO BEPNN1E010 MATCH 1 RC 09 2010 architect MERRICK LENTZ ARCHITECT 17875 NE 376th PWce, Kirkland, WA 98034 T4x5.747.3477 xww.mlarch.c0m stamp KEY NOTES consultant PERMIT SET L O'I0'+7 CITY CORRECTIONS 41 625-17 CITY CORRECTION -DRY2 e3?-18 CLIENT SITE 8 BLDG REVS A CONTRACTOAT E. BUILDING TYPE'' PLAN VERSION SITE NUMBER„ STORE NUMBER PIZZA HUT XX XX.XX FCD 24 03-1617 299663 013898 14638 TUKWILA INTL BLVD 1 UKWILA, WA 98166 FCD 24 01600 EXTERIOR ELEVATIONS A4.0 /—(=.1'3 4-6 0MATCH i' I -' _9 i Lam. - I -1- - -1 - T J 1 I 1- 1-1 1 1 .1 I I I -1 L 1 I I f .�I-r I T I r I iTl-1ITZ I —_ 1 1 1 1 1 1 1 1 1 1 i- 11 I( I 1 II 1 --1 1 1 1 1 1 1 1 1 1 1 1 1 fIll 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 I T I 1 I 1 1 1 1 I 1 1 1 1 II 111I1111111 11111 111111111111 I 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 11 I1 111 111111t 111111111111, L'.t�L 1 1 1 1 1 1 1 1 1 1 11111I1 1111[11 III 1111 1111111 III 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 II ---- 1111111111111111111 111111/11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1i, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , T.D. PLATE T.O. PLATE T O PLATE 12-5- 7.0 P.00F DECK (VERIFY) o-n -0 SLAB EAST/ REAR ELEVATION 1/4'=r-2/ 1 NOTE SIGNAGE VENDOR TO PROVIDE TRANSFORMERS TO GC PRIOR TO INTERIOR ORYWALLING GC TOINSTALL TRANSFORMERS 12 MINIMUM ABOVE TRUSS BEARING LINE.4N0 STUB OUT ELECTRICAL PER LOCATIONS SHOWN ROUTE ALL CONDUIT IN THE EXTERIOR WALL. NO CONDUIT IS 10 PENETRATE THEROOF. QTY. Il MISC CB/ p ITEM SCL30 PIZZA HUT SIGN SEE DTL, ELEC CS.72 DAM. SWIRL SIGN SEE DTL. 3/A4.1 OBR-TO-OA 1GPY-WGK-8WS1GNWITI I LED GEE D'L. DER 12 12 CANOPY SIGN WITH LED OBIS CANOPY WITH LED DOWNLIGHTS SEE DTL, 3/A4 1 REMARKS VIER PROVIDED RSCS OR DIRECT MANUF & NSTALL BY PH APPROVED VENDOR. T FR PROVIDED RSCS OR DIRECT MANUF & INSTALL- BY.PH APPROVED VENDOR 6ER"PRO4h7ES,PURCHASE-GIREGi-FR8M AWNE-% fREF-Aga}-INSTALL BY GG-0FHAW NEX.• 10W11 ER PROVIDED PURCHASE DIRECT FROM AWNEX (REF A8.1 T INSTALL DY GC OR AWNEX :OWNER PROMDED PURCHASE DIRECT FROM AWNEX (REF A8 H. INSTALL BY GC OR AWNEX DBR METAL ACCENT BEAM WITH LED SEE DTL 3/A4.1 DBR SURFACE MOUNTED LED SEE DTL. 2/A4.0 -DGISMIECESSED. RMA000I.80.9EE-0TL-2/An.O- DBR HEIG14TlN0I&ATO30_964 96 SWIRL-GRAM/'CS "EDTl. 9184:8 v9E931153E0 WORK 02018 MERRICK LENTZ ARCHITECT Uruurhotia0tae or re,rodur661of these 4raWrgs Or amrt ir pae re,n Mlhou1 Ne *Sn6sbn of O60104 1.616 Mhi0u 610100,ined architect MERRICK LENTZ ARCHITECT 01886 NE v76th Place, Kirkland, WA 88a34 1475.747.3377 w,vw.mlarch.coln stamp consultant PERMIT SET 16-17 CITY CORRECTIONS NI TOWN ER PROVIDED PURCHASE DIRECT FROM AWNEX (REF A8. 11. INSTALL BY GC OR AWNEX. q•� :OWNER PROVIDED PURCHASE DIRECT FROM ANNEX {REF A8.11. INSTALL BY GC OR AWNS%. 25- I7 CITY CORRECTION -DRN0 2 l LIENT SITE & BLDG, REVS. -X,1Wh8RFROVIDEDAUP0Am9P DIRECT GROM.AINYOU{.(9ERA8..1)..INSTAL43Y-GCORAWNEX.- MISC. 08R METAL 86AA4COLUMK-__ -PLRC:.Se O'PE0TAROM AWNEX-(RES.48.1) IN8TAL0BY TGC OR-AWNEX --10WAER PROVIDED-1;66SORDIREC34AANM9-6-INGTALL8Y-PHAPPROVE$YENDOR --09858*R0M0E 6PLACHASEDI8ECG9ROµ AWNEX(REPA8.1}../588800-R9GOOR-AWNEX. - SIONAOE DETAIL SYMBOL PRODUCT MANUFACTURER COLOR ALTERNATE MFR REMARKS 1 LAP AND GAP SIDING 21 TILE W/ SCHLUTER OUTSIDE TRIM 3 PRE -FINISHED METAL CAP EgSTANDING SEAM ALUM INSIDE SIDING TRIM LAP AND GAP SIDING PAINT IDENTITYWOOD 1 FRESH CRUST OWNER PROVIDED THROUGH RSCS CROSSVILLE BASALT NAV225 - 1224 NOMINAL NONE I LAP & GAP SIDING 'CAST IRON ALUM OUTSIDE SIDING TRIM CLEAR ANNODIZED ALUM. DMI IL2018, BP.RE RED j IDENTY WOOD TO MATCH PRODUCT N1 OR 06 I IDENTITY W000 EXTRA MUSHROOM —1- GC TO VERIFYOUANTIIYBINSTPIL OWNERPPOVIDED THROUGH RSCS SHERWINWILUAM^u F00THILLSNSW7514, OR MATCH Xt • - -SEE PH CANST MGR. FOR COLOR IDENTITY W000 TO MATCH PRODUCT N I OR NB - CEMENT STUCCO NOTE: TBD TO MATCH PRODUCT 01 FOR IDENTITY WOOD OUTSIDE STORAGE, THE MATERIAL SHOULD BE PLACED ON STRINGERS AND COVERED 1X4 CEMENT, ASPAHLT, OA SIMILAR MATERIAL FOR ALL OTHER INSTANCES. A TARP SHALL BE PLACED OVER 1 HE GROUND AND UNDER THE STRINGERS VATH THE MATERIAL 'j'i ILL BEING COVERED EXTERIOR FINISH SCHEDULE !6 MISCELLANEOUS A SEE SHT A1.1 WINDOW TYPES' FOR WINDOW ELEVATIONS B. SEE SCOPE OF WORK FOR RESPONSIBILITIES. C CONTINUE WALL FINISHES BEHIND ALL SIGNS, LIGHT FIXTURES, LADDER, COLLECTOR HEADS. DOWNSPOUTS AND ELECTRICAL 01 5TCHGEAR/1''ANELS. D. REFER TO A8. I FOR NATIONAL ACCOUNT PRICING CONTACTS SEALERSLREFER TO SPEC51 SEALANT AT ALL WALL AND ROOF PENETRATIONS F. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT 5080 SILL 2 WINDOWS. LEGEND /ENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS, CANOPIES. AND SIGNAGE G C. TO COORDINATE WORK OF ALL TRADES WITH THIS WORK, PORCELAIN TILE - CROSSVILLE. BASALT - AV'CIS STACKED SIZE: ACTUAL 11 5/8x23 1/2x7/16- SEE EXTERIOR FINISH SCHEDULE fIEM N2 GROUT 1/8' CUSTOM BUILDING PRODUCTS N60 CHARCOAL CORNERS: SCHLUTER OUADEC. NTSDA. DARK ANTHRACITE STANDING SEAM METAL PANEL - GEE EXTERIOR FINISH SCHEDULE REM N4 LAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM NI LAP & GAP SIDING - SEE EXTERIOR FINISH SCHEDULE ITEM N6 C� ROOF -TOP EQUIPMENT. SEE MEP DRAWINGS 2-` OURO-GUARD METAL COMPRESSION SYSTEM (.) INDICATES ROOF OR PARAPET BEYOND [ ▪ PREFMNSHED-BLAGK-6AEWMEE-6GIPPER-ANP9BNW8pOHTPER PLUMBING CODE-EY-END TO -FAGS-OF8UR8{B=MIN-/4T-45I-BEE-0E404E a1/A 7:0 PREFINISHED BLACK GALV. MIL GUTTER AND DOWN SPOUT, SIZED PER PLUMBING 1/ (_6) OVERHEAD LIGHTING- MOUNT IN AWNING SEE ELECTRICAL DWGS HM. DOOR AND FRAME. SEE DOOR SCHEDULE I/Ai.1 (_D NOT USED (9) HOSE B1B8, SEE DETAIL 6/A7.0 rag) ALUMINUM STOREFRONT DOOR AND/OR WINDOW. SEE WINDOW TYPES 5/A1.1 clip ROOF LADDER WITH SAFETY CAGE PER CODE. REF. WALL SECTION 2/45.2 0.09 MIN ALUMINUM BREAK METAL TO MATCH STOREFRONT ALUMINUM FINISH. AS NEEDED CID WALL 5244I BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR OD NOT USED 1;15 GAS METER AND REGULATOR, REF PLUMBING DWGS. NOT USED SIGNAGE & AWNING SCHEDULE �,, j ' 6-SUITE NUMERALS- VERIFY W/ PH CONS1. MGR. „IB STORE HOURS, SECURITY DECALS, ADASIGNAGE.PROVIDED AND INSTALLED BY VENDOR. 9) NEW 60'x33. METAL DOOR AWNING, TO MATCH STOREFRONT AWNING SEE PH CONST. MGR. FOP SCOPE OF WORK, (;Y� DASHED LINE INDICATES ORIGINAL OPENING IN CMIJ WALL, REMOVED WD. FRAME IN -TILL AND REPLACE WITH CMU TO MATCH EXIST (SEE STRUCT. DWGS.1 FINISH ENTIRE CMU WALL W/ CEMENT STUCCO EXIST. CMU WALL TO BE PANTED TO MATCH r I R� _J 092018 GENERAL NOTES KEY NOTES COY TRACT DATE. BUII DING TYPE. PLAY VERSION, SITE NUMBER' I STORE NUMBER: PIZZA HUT XX XX XX FCD 24 03-10 17 299663 013898 14638 TUKVALA INTL. BLVD. TUKWILA. WA 50168 FCD 24 01600 EXTERIOR ELEVATIONS A4.1 PLOT DATE 0.504.18 5/29/2018 Mail - Lindsay.Brown@TukwilaWA.9ov Re: Tukwila Pizza Hut (L17-0034) Lindsay Brown Tue 4/3/2018 3:39 PM To:Robert Hernandez<rernandez@emeraldcitypizza.com>; cc:Chuck Henderson <chenderson@emeraldcitypizza.com>; John Nguyen <jnguyen@emeraldcitypizza.com>; Bcc:Jaclyn Adams <Jaclyn.Adams@TukwilaWA.gov>; Hi Robert, Thanks for sending me those draft plans. I looked up your permits in our permitting software and have coordinated with permit staff on how to move forward with your revisions. Below is some guidance for revision submittal. For the land use permit (Administrative design review, L17-0054): )4x plan sets of site plan and elevations e"X Landscaping revisions can be a separate document, full size or smaller is also ok. Make sure trash enclosure is 10 ft. from the property line • Please submit the new site plan instead of the site plan where changes are clouded. Electronic versions of plans on a thumb drive • Brief narrative of design and site changes d(1 will reroute internally for comments and access, etc. and I think you can expect this review and Decision to take 5 weeks from resubmittal. Can be processed concurrently with the permit changes, below. No add'I fee For the Building permit (D17-0140): • Submit 4 plan sets with changes clouded • Narrative of changes- can be the same as used for land use design review • ADA 1.1 shows the drive -through site plan format; please revise • $67.83 will be charged by permit counter at submittal • 5 week turnaround for approval or comments For the mechanical/electrical/plumbing permits: • 2 large plan sets with clouded changes • Updated scope of work • $67.83 will be charged for each mech/electrical/plumbing permit revision • 5 week turnaround for approval or comments Thanks so much. Please reply if you have any questions, and I'll see you here soon it sounds like! best, Lindsay Lindsay Norris Brown, Assistant Planner Department of Community Development City of Tukwila https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0&path=/mail/search 1/5 5/29/018 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-433-7166 lindsay.brown@tukwilawa.gov The City of opportunity, the community of choice. Mail - Lindsay.Brown@TukwilaWA.gov From: Robert Hernandez <rhernandez@emeraldcitypizza.com> Sent: Monday, April 2, 2018 4:38:08 PM To: Lindsay Brown Cc: Chuck Henderson; John Nguyen Subject: RE: Tukwila Pizza Hut (L17-0034) Lindsay Happy Monday! Attached is a copy of the revised plans were working on, If you could do a pre scrub on this to ensure we have everything covered that would be great! we haven't got them signed by our architect yet as we want to include any changes you would deem necessary and then submit a fully signed copy! We have also updated the materials board so ill be swinging by tomorrow to drop it off! If there's anything else we would need to address then please don't hesitate to let us know so we can get right on it! Looking forward to your reply, Robert Hernandez Facilities Manager / CORRIGO System Administrator Emerald City Pizza LLC, Spokane Valley Pizza LLC Columbia Basin Pizza Hut Inc, Las Vegas Pizza LLC 12121 Harbour Reach DR #200 Mukilteo WA, 98275 (425) 493-8077 x108 (desk) (360) 631-0996 (cell) (425) 493-8399 (Office Fax) Member of the Restaurant Facility Management Association Fi From: Lindsay Brown <Lindsay.Brown@TukwilaWA.gov> Sent: Wednesday, March 07, 2018 11:28 AM To: Robert Hernandez <rhernandez@emeraldcitypizza.com> Cc: Chuck Henderson<chenderson@emeraldcitypizza.com>; John Nguyen <jnguyen@emeraldcitypizza.com> Subject: Re: Tukwila Pizza Hut (L17-0034) Hi Robert, Great news! I can process your changes/reflect your new exhibits and just re -issue the NOD with the approved changes; no new application or fees are required. https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0&path=/mail/search 2/5 5/29/?018 Mail - Lindsay.Brown@TukwilaWA.gov What I will need, though are color renditions of the new external elevations and a project materials board. You took the board that was approved with you at our last in -person meeting- feel free to modify that and resubmit. Other than the materials board, all new exhibits can be electronic -only. If any interior changes are proposed, please cloud changes on new floor plans. If there are significant changes, I'll need to re-route the new plans to other Departments. Please note that the trash enclosure will need to be 10' back from the rear property line. The materials and design for the trash enclosure will need be shown on the new plans submitted. Looks like you'll want to make some minor modifications to the landscaping exhibit as well. Thanks, Lindsay Lindsay Norris Brown, Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-433-7166 lindsay.brown@tukwilawa.gov The City of opportunity, the community of choice. From: Robert Hernandez <rhernandez@emeraldcitypizza.com> Sent: Friday, March 2, 2018 10:24:11 AM To: Lindsay Brown Cc: Chuck Henderson; John Nguyen Subject: RE: Tukwila Pizza Hut (L17-0034) Lindsay Thanks for your prompt reply, well be anxiously waiting to hear from you! Have a great weekend. Robert Hernandez Facilities Manager / CORRIGO System Administrator Emerald City Pizza LLC, Spokane Valley Pizza LLC Columbia Basin Pizza Hut Inc, Las Vegas Pizza LLC 12121 Harbour Reach DR #200 Mukilteo WA, 98275 (425) 493-8077 x108 (desk) (360) 631-0996 (cell) (425) 493-8399 (Office Fax) 111 Member of the Restaurant Facility Management Association https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &II-cc=1033&modurl=0&path=/mail/search 3/5 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 27, 2017 NOTICE OF DECISION TO: Robert Hernandez, Emerald City Pizza King County Assessor This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION FILE NUMBER: L17-00Y4 APPLICANT: Robert Hernandez, Emerald City Pizza OWNER: Thanasis Aliagas REQUESTS: Type 2 Administrative Design Review approval for site and building renovations to Pizza Hut ASSOCIATED PERMITS: D17-0140 Building Permit S17-0050 Sign Permit Mechanical and Electrical Permits LOCATION: 14638 Tukwila International Boulevard COMPREHENSIVE PLAN/ ZONING DESIGNATION: Neighborhood Commercial Corridor (NCC) SEPA DETERMINATION: Exempt 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the design review -administrative approval application does comply with applicable City and state code requirements and has approved that application, subject to the following conditions: 1. Extend the black chain link fence to the northern boundary of the site. 2. Colored concrete or raised pavers shall be used in the pedestrian pathways to provide a contrast in colors and highlight the pedestrian areas. There shall be a pedestrian pathway to the front building walkway from the north side of the northern vehicular entrance, and the southern side of the southern vehicular entrance. 3. Replace the crumbling curb at the northern ingress/egress. 4. Install a landscaping strip or large planting pots along the building's northern facade. Plant a climbing vine or trees and shrubs in this area to soften the visual impact of the blank wall. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Board of Architectural Review of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14-days of the issuance of this Decision, that is by November 10, 2017. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be !limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Board of Architectural Review based on the testimony and documentary evidence presented at the open record hearing. The Board's decision on the appeal is the City's final decision. Any party wishing to challenge the Board of Architectural Review decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Board of Architectural Review decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Lindsay Brown, who may be contacted at 206.433.7166 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period if no appeal is filed. Jack ace, Director Dep ment of Community Development City of Tukwila City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION October 6, 2017 Robert Hernandez 12121 Harbour Beach Drive #200 Mukilteo, WA 98275 Transmitted via email to rhernandez�a,,emeraldcitypizza.com RE: Pizza Hut Administrative Design Review; City File L17-0054 Dear Mr. Hernandez, Your application for administrative design review for the Pizza Hut remodel located at 14638 Tukwila International Boulevard has been found to be complete on October 3, 2017 for the purposes of state - mandated timelines. Below are technical comments from City Departments; please address each comment in a response letter. Police Department: Chris Partman, COP Coordinator, Chris.partmanAtukwilawa.gov 1. The changes to the landscaping sound good. Existing trees should be assessed by an arborist to see if they can be limbed up to the recommended 6 ft above ground. 2. All new exterior lighting should be LED. 3. Restrooms should have a lock to restrict access to customers only. 4. Rear door should be kept locked to prevent non -employees from entering the employee only area. This door should have an installed 360 degree peephole, or a break -resistant window, so that employees can see activity outside before exiting. Don Tomaso, Fire Marshal, don.tomaso(a,tukwilawagov 1. The building address shall be posted on the front of the building, it is currently not shown on sheet A 4.0. If you have any questions with this matter, please email or call me at the information below. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Pizza Hut L17-0054 October 6, 2017 Page 2 Sincerely, Lindsay Brown Assistant Planner Lindsay.brownAtukwilawa. gov 206.433.7166 Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. fi° V Rvisions will not be accepted through the mail, fax, etc. �aAac OCT 03 2017 Date: CommunityPlan Check/Permit Number: L 17-' G05 4 Development ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: PIZZA HUT Project Address: jj 14638 TUKWILA INT'L BLVD Contact Person: R. Summary of Revision: Phone Number: 3,0 i6 3 W 4?-5\ &. Ct-\-k)k\ 1 &z,511> C���2v' crvi\ — 1- ctyc(es A SITE E M. a PA - Sheet Number(s): "Cloud" or highlight all areas of revision including ' 1 to of revision Received at the City of Tukwila Perr'tt Center by: 9-,Entered in TRAKiT on `' l�\ • C:\Users\Rachelle-R\Desktop\Revision Submittal Form - D16-0305.doc Revised: August 2015 Sue Genty • Interior Design Inc. 12811 NE 126th P1. • Kirkland, Washington • 98034 Lindsay Brown Assistant Planner Lindsay.brown@tukwilawa.gov 206.433.7166 RE: Pizza Hut Administrative Design Review; City File L17-0054 Correction notice dated September 1, 2017 rzEick.L7NrD OCT 03 2011 Community Development 1. A written description of how the design meets the design review criteria in TMC 18.60.050.B. In reference to TMC 18.60.050B the building is being remodeled and addresses and meets the following guidelines. The design intent for this location is to upgrade a tired looking building, clean and repair the surrounding parking lot, drive way, curbs and storefront sidewalk. Making for a better flow and transition from parking for both ambulatory and persons with disabilities by repairing and re -sloping a sidewalk in front of the building. In addition to that a bike rack is being added in a designated area in front of the building within view of the stores lobby. Enhancing the building's facade and refinishing the building and site. The existing building was originally built as a gas station. Pizza Hut over the years has added panels, cleaned up the look but it has become dated and worn out. The new Pizza Hut design we are proposing is a large step in a more contemporary retail direction. The height of the structure has been raised to provide better visual to the building, screen the rooftop equipment and provide continuity in materials around the entire building. The materials are also heavy duty commercial grade and should have a long life cycle in durability and be easily maintained. The design also unifies the look of the structure giving visual relief through facade modulation with staggered surface planes creating shadow lines, material changes and facade height variations with a purpose and style. The building rooftop ladder is moved to the area where it tucks in behind a recess in the buildings walls and has a security gate attached to it. All utilities are toward the back of the building at the inset of the structure on either side„ The existing structure is being refinished on the exterior and the interior. The existing building is set back from the street with parking in front. The buildings new exterior is an upgrade to more contemporary materials (see color board and renderings) that meet current building codes and provides an enhanced image with the Pizza Huts trade dress materials of new metal siding, new coping, paint, better lighting on the building, new signage per code and new storefront entrances. The center storefront panel provides an anchor to the building identifying entrances and locations of activity for the customer. The balance of the building is unified with color and banding to create visual interest. The parking lot is being repaired and resealed, new parking lot striping to better facility parking for patrons picking up their orders. The landscaping is being refreshed, with new planting material and the monument sign is being cleaned up, repaired and new LED tamping. The landscaping beds at the street and property lines will help screen vehicles and provide a softened edge to the property and parking areas. New plantings will give a clean fresh look and enhance the street scape for passing traffic. Existing trees are being saved and protected. The existing curbs at the drive in and egress routes are being rebuilt to provide a better turning radius to keep the curbs from being damaged by vehicle travel. A pedestrian path is being added to the parking lot 425-827-3438 Voice www.sgidinc.com to identify pedestrian access from the sidewalk to the building in a location easily identified by vehicular travel. A new dumpster surround is being provided to screen the recycle bin that is currently sitting adjacent to the existing surround. The materials are consistent with what is existing on the site, fresh and new. New storefront glazing and doors will provide a view into the building's customer lobby giving the streetscape a feeling of activity without looking closed. There have been delivery and service doors added to the back of house so the deliveries and service vehicles can park adjacent keeping larger trucks away from the general parking for customers. This keeps the large trucks away from the front of the building allowing the new retail presence to be viewed easily from the street for sign location and traffic flow. New lighting is directed at the building in concealed areas as to not reflect back on traffic or neighbors. There is new concealed LED canopy lighting at the entry to identify and illuminate the entrance for visual enhancement of the entrance and to provide security. There are new lights at the service entrances for security and safety of the people leaving after dark. These fixtures are all focused down to light the immediate area and the building surface and not have light bleed onto neighboring properties. All in all, the new design will provide an upgrade to the existing property, add amenities to the site for patrons who are pedestrian, cyclists and in vehicles. The building will work with both the color, style and trend of the neighborhood, blending in and adding to its appeal. 2. A revised site plan that includes: a. Street furniture such as benches and bike racks. Bike rack has been added see site plan sheet A -site. Per our phone conversation we did not need to add an exterior bench because there will be seating provided inside at the customer service area. b. Pedestrian connections between the street and the building. A striped walkway form the public sidewalk to the building has been added see site plan sheet A -site. c. Existing and proposed easements. There are no known easements. d. Fence and walls with called out colors and materials. Notations have been added see site plan sheet A - site New surround at recycle to match existing surround at dumpster and painted to match building. 3. Dimensioned and scaled elevations with colors and materials called out. See color rendered elevation sheets A4.0 and A4.1. 4. A color and materials board accurately representing the proposed project. Materials color board has been submitted with this correction re -submittal. 5. A site lighting plan showing the location and type of lighting. Measure the lighting onsite in footcandles and include this information on the luminaire plan. Lighting location information has been added to site plan sheet A -site. A luminary plan with foot candle calculations prepared by Case engineering has been added to the set, see sheet EL 1.0. Respectfully, Sue Genty IIDA NCIDQ Certificate #6978 425-827-3438 Voice www.sgidinc.com T+ TO. PLATE _ - _— — • ,T,6" TO. PLACE DOWNSPOUT 11'y' (NEED TO VERIFI�_ TO PLATE NEW DOOR LOCATION IO. 7 T.PLATE 12-.m INFP0 1(i VI RIF'6 vV T 0 PLATE e-o• TO SLOB CCT •I 2017 EN 12811 NE 126TH PL. KIRKLAND. WA 98034 425-827-3438 sue@sgidinc.com PERMIT SFr L 6.16n2 CRY CORRECTIONS Y I L 020IT CI, CORRECTION.0042 A A CONTRACT DATE. XX.XXXX BUILDING TYPE' FS DELCO LITE PLAN VERSION: 03.I s I / STE NUMBER'. 299869 STORE NUMBER. 013806 PIZZA HUT 1,1638 TUKWILA INTL, ELVO. TUKWILA. WA 98160 • Piz i1& FS DELCO LITE 013898 EXTERIOR ELEVATIONS A4.1 PLOT OAT} U6-19 11 1 Zoc T.O.PLATE 19-0' TO PLATE 22:221 12.4 (NEEDTO VE7 FEY; TO PUTS TO SLAT NOTE SIGNAGE VENDOR TO PROVIDE TRANSFORMERS TO GC PRIOR 10 INTERIOR ORYWALLING. GC TO STUB OUT ELECTRICAL PER LOCATIONS SHOWN ROUTE - ALL CONDUIT IN THE EXTERIOR WALL. NCONOIJIT IS TO PENETRATE 1HOE ROOF SIGNAGE CONDUIT AS REQUIRED 16' J.. r FRONT ELEVATION d CF11 FRC • CIL I BACKCRV�N; NOT USED++r-1'D' F SYMBOL MANUFACTURER COLOR REMARKS Lt PRE -FINISHED METAL f 2 BLACK FOX IDENTITY WOOD PRODUCTS SHERWIN WILLIAMS 1231 SHPRWN WIILIAMS 12.4. 3.1 DM 3.2 DURO-G1IARO 4.1 " CROSSVILLE PORCELAIN STONE SHFRWIN WILT LAMS EXTRA MUSHROOM FOOTTFLLS 4SW7514 TROORN BLACK LT SW 6258 MACAOA.OA s SW 6142 BWTE RED AWNEX TREY HERRNDON 270-704-71498113 'REVEAL STANDING SEAM SIDING 2' LOCK 8 18' WL:TH • CLEAR ANODi20D . PARAPET CAP & 0JTTEW" BASALT ♦AYES 117 X24'I PATTERN: HORIZONTAL STACKED BOW, , IV SPACING GROUT- CUSTOM R.4 0 NG PRODUCTS •6D CHARCOAL TOM HALE 51931456-3W] MISCESHT LLANEOUS A. SEEA111 WINDOW TYPES' FOR WINDOW ELEVATIONS SEALERS(REFE0 TO SPECSL A SEALANT AT ALL WALL AND ROOF PENETRATIONS B SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. GENERAL NOTES'. SEE SHEET A1. 1 'WINDOW TYPES FOR WLNDOW ELEVATIONS SEE SHEET At 1 'FINISH SCHEDULES' FOR PAINT SPECS `LATCHED OBJECTS INDICATE VENDOR SUPEUED ITEMS SEE SCOPE OF WORK ) SEE SIGNAGE & AWNING SCHEDULE IK .1-1 SEE SHEET A1.1 FOR FINISH SCHEDULE 'EXTERIOR FINISH SCHEDULE 0 GENERAL NOTES EXTERIOR SIGNAGE, INCLUDING TENANT PANELS. TO 8E PH ILLUMINATED SIGN PER THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. PRIOR TO SIGNAGE ORDER, SUBMIT SIGNAGE CUT SHEET OR PHOTO FOR FINAL APPROVAL. THIS APPROVAL IS CONTINGENT ON FOLLOW UP CUT SHEET SUBMITTAL_ X1 QTY. ITEM REMARKS () <3) 0 e-41 (6) 0 PICK UP' SIGN LARGE SWIRL SCLHH-2: PIZZ HUT SIGNSCLHB27 MEDIUM SWIRL CABINET' 'WELCOME' SIGN PANAFLEX AWNING PROVIDED DEEVERBRIGHT EXISTING ELECTRICAL - SWITCHGEAR TO BE REMOVED AND REPLACED SIGNAGE & AWNING SCHEDULE WIX)D SIDING. SHIPLAP W/ 1/0 REVEAL (2) PORCELAIN TILE. STACKED BOND PATTERN P„-73) PRE -FINISHED (CLEAR ANODIZED) DURPGUARD METAL COMPRESSION SYSTEM SEE DETAILS 3/ALE. 1 AND 4/A6.1 4) STANDING SFAM METAL SIDING C 5) 5-6(6' PRE -FINISHED MTL GUTTER COLOR CLEAR ANODIZED 6) WALL JOHTING SEE SHEET E3.0 & DETAIL BIAS 1 HMDOOR AND FRAME d HOSE BIB • REFER TO DETAIL 19/A6 I & SHEET P20 t- 9) WINDOWSILVFLASHING. SEE DETAIL 2&3'A60 r_10') RTU LOCATION BEYOND i 11; SIGNAGE REF DETAL J/A4.0 AND SCOPE OF WORK (UNDER SEPARATE PERMIT) 4 , 2 WALL SHALL BE FINISHED PRIOR 10 INSIALLADON OF SWITCHGEAA PAINT MATTE BLACK C 13l INDICATES ROOF BEYOND '(14) AWNING- PROVIDED B INSTALLED BY SIGN VENDOR 1:115) I8AS METER OD NOT PAINT METER RIGHT SIDE ELEVATION NOT USED B rB (1E; AU. CALT5DE CORNERS AT PORCELAM I ILE TO RECENEISCHLUTER OUADEC ANTIQUE BRONZE; 07-2, STREET NUMBERS, STORE HOURS, SECURI IY DECALS -PROVIDED BY BIG IMAGE GRAPHICS AND INSTALLED BY G C 38') METAL CANOPY FURNISHED 8 INSTALLED BY VENDOR GC TO COORDINATE - BLOCKING AS REQUIRED ' I1 , BREAK METAL TO MATCH STOREFRONT 20� PREFIN:SHEDMTLDOWNSPOUTS E%TEND TOWARDS GROUND OR SIDEWALK WATH LAST 6' AT 44 CONNECT DOWNSPOUTS WITH STORM DRAIN IF REWIRED 8Y CITY REFER CNI. DRAWINGS. COLOR: CI FAR ANODIZED �21 EXISTING ROOF ;ADDER TO REMAIN PROVIDE OPENING IN PARAPET WALL FOR ACCESS TO ROOF FROM LAMER 22, STUCCOJAMES HARDE STUCCO BOARD 3' 23) PA)M EXISTING EMU CCT 2017 KEY NOTES ■N IN 12811 NE 12611H PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com FERMI SET i)ATE DESCRIPTION 4"6/16/17 CITY CORRECTION Eh 4,9-28-17 CITY CORRECTION -DR82 L) A 7 /1 CONTRACT DATE BUILDING IYF`E. PLAN VERSION' SITE NUMBER STORE NUMBER XX.XX.XX FS DELCO UTE M.16.17 299603 013888 PIZZA HUT 14638 TUKWILA INTL BLVD TUKWILA, WA 98158 FS DELCO LITE 013898 EXTERIOR ELEVATIONS A4.0 PLOT DATE 05-1917 CITY SIDEWALK FE1 LIGHT CITY SIDEWALK. LIGHT •. ,c7 '•' FE2 /1: IFE3 ,eur L jI FE2 ij FE2 on' ' • " " " LIGHT STREET , , FEs; 91.1•1181.1,114 RAW SITE PHOTOMETRIC PLAN SCALE- 1" = 20.-0" NORTH LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMP WATTS/ FIXT FE1 FE2 FE3 EXTERIOR EAST1NG POLE MOUNTED LED AREA LIGHT ON 15' POLE WALL SCONCE LED SIGNAGE LED LED LED LED 60 22 60 11Z:ZVED OCT 2011 1.1 7-006Y =CASE or ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell. Washington 98011 Phone. 425-402-9400 Fa. 425-402-9402 Project Talc: PIZZA HUT 14638 TUKWILA. INTL BLVD TUKWILA, WA 98168 Sheet Title: PHOTOMETRIC STUDY Designed By: MSC Drawn By: XXX Project No: 15265 Date: 09/08/2015 Sheet Number EL1.0 1 CONTRACTOR SHALL CONTACT 1 HE PROPER AUTHORITIES TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES AND HAVE SAME MARKED 'BEFORE PROCEEDING WITH ANY DIGGNG OR 0I HER SHE WORK. 2 THE CONTRACTOR IS RESPONS EIEE FOR ESTABLISHING THE FINISH '-3_OOH ELEVATION (ABOVE SEA LEVEL) BASED UPON THE CIVIL DRAWINGS AND ON EXISTING FIELD CONDITIONS INCLUDING GRADES, DRAINAGE. UTILITIES. ACCESSIBLE ROUTES t TC AND SHALL OBTAIN APPROVAL OE SAME ((ROM THE OWNERS CONS HJC I'ON ((TANAGER AND CIVIL ENGINEER BEFORE PROCEEDING WITH THE WORK 3. CONCRETE PAVING WITHIN 5'-0' OF EXTERIOR DOORS SHALL SLOPE AWAY FROM BUILDING AT 1 % . GRADESOIL SHALL SLOPE 1 A MINIMUM AWAY FROM ALL SLAB EDGES AND SHALL 0E HELD DOWN 6 i' BE NIMJM Ea^CM THE TOP OF THE CONCRETE SLAB 5. ALL ACCESSIBLE ROUTES ON SITE SHALL COMPLY WITH ALL ADA REQUIREMENTS. CONTRACTORS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THOSE REQUIREMENTS. 6. MAINTAIN POSITIVE DRAINAGE ON SITE AND INFORM THE OWNERS CONS'IFUCTIL`N MANAGER AND CIVIL ENGINEER OF ANY ISSUES WITH SAME BEFORE PROD CEDING WITH WORK 7 THE CONTRACTOR SHALL CONFIRM TI IE BUILDING LOCATION ON THE SITE WIT H THE OWNERS CONS !RUCTION MANAGER AND CIVIL ENGINEER EEEORE PROCEEDING WI EH THE WORK 8. VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN DESGN AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PIZZA HJT CONSTRUCTION MANAGE AND CIVIL ENGINEER PRIOR TO PROCEEDING WITH WOOK 9 PATCH AND REPAIR ANY AND ALL PAVING DISTURBED DURING CONSTRUCTION TO MATCH ACJACENT PAVING CONDITIONS AND ELEVATIONS. IV VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND METERS ON SITE AND ANY DISCREPANCIES SHOULD BE BROUGHT 10 ' Ht AITEN LION OF I.E. PIZZA HU' CONSTRUCII ON MANAGER AND OWL ENGINEER IT. REFER TO PROJECT JENERAL NOTES 08 SHEET T1.0 & AT .1 12. ADA MANEUvERING SPACE OUTSIDE OF EXTERIOR DOORS SHALL BE LEVEL TO WITHIN 1 146 SLOPE MAX. SITE PLAN GENERAL NOTES I A c>j PIZZA HUT BELONG 1'82, WASTE OIL OARRELL LOCATION. WASTE OIL BARREL (50-GALL TO HAVE LOCKING LID (7 11' X 20 ACCESSIBLE VAN' PARKING SPACE WITH B' X 20' ACCESS A8SLEE (32) GAS METIR. EXISTING WATER METER - EXISTING CD ELECTRICAL_ SERVICE PANE:. & METER EXISTING (2D TRASH AREA& DJMFSTER WI' HIGH SCREEN FENCE ON NEW CONCRETE SLAB 6' 1 HICK REINED CONCRETE PAD V,'/ BROOM FINISH AND SLOPED TO GRADE FOR ACCESS. ADA CURB RAMP: MAX SLOPE 1.12 (g7 CONCRETE WALK WITH LIGHT BROOM FINISH ACCESSIB'_E ROUTE TO SLOPE 1:20 MAX N DIRECTION OF TRAVEL WITH CROSS SLOPE 1 48 MAX Ca NEW SIGNAGE - REFACE MONUMENT SASE AND REPLACE EXISTING SIGN PER CORPORATE STANDARDS UNDER SEPARATE PERMIT Q INSTALL VIEW ADA ACCESSIBLE PARKING SIGN AT TLNG A.11.331 N. =E SH: ADA1.' CORNER SIGN TO HAVE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND SHALL BE DESIGNATED OE VAN ACCESS,BLE' WRITTEN ON THE SIGN, PER ANSI A' 17.1 . _<) RELOCAI E EKG TING HVAC UNITS LS) PER MECHANICAL PLANS REMOVE EXISTING ASPHALT, PATCH AND REPAIR 70 LI. KE NEW, PROVIDE LANDSCAPING TBG 4i q:i REMOVE CURB AND RADIUS PER PLAN - AN�REPLAACE CURB-EGEDV✓5RIEY J EXISTING DEIMPSTER SURROUND- CHAIN LINK WITH STALES PANTED TO \ MATCH BUILDING G CID EXISTING PARKING UGH' PO3I i 'O 291Kt- JRACK- OIACK. CD EXISTING BLACK VINYL COATED 0"A'N LINK FENCE AND EWE 1'NG WHITE GUARD RAIL AT TO' O'-SLOPE CONNECT EXISTING ADA WALK `.NAY WITH STREET SIDEWALK - STRIPING ON ASP! (AL T CDID EXTERIOR WALL SCONCE 2Lt�j LED JGH LNG( UNDER SIDE OFe NI RY CANOPY EXIS TING POST LIGHTING AT PUBLIC SIDEWALK ® EXISTING STREET POST LIGHTING FOR EETREET KEY NOTES I C REOUIRS0 PARKING FOR FAST FOOD RESTAURANT 4043571 RY?sQ `<01-RFT.. FAT FS GENERAL 2.168 S0. F7 8.67STALLS REOU'GED- 14 STALLS PHOV.DED NO CHANGE OE USE EXISTING TO REMAIN KEY NOTES I C TENANT/PYLON/MONUMENT PANEL FACE TO BE FROM THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. N. O N 120.00' SITE PLAN (-^ 0 120.00' SCALE: I" z 10' 0 NORTH ■■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue/?sgidinc,cam PERMIT S_ H.616-17 CItt CORRECTIONS 8' ®32E-11 CITY CORRECTION -ORAZ A 3) A L G CONTRACT DATE BUILDING TYPE. PLAN VERSION. SI1E YIIMBE9 ST ORE NUMBER: Xx.XX XX FS OELCO UTE 03-'5 I1 2VBI,C.3 013896 PIZZA HUT 14638 TUKWILA INTL BLVD TUKWILA,'WA 98168 Piz t'llu - SUPERCEDED FS DOEL8 OLITE CCT 'Y. 2017 A -SITE PLOT DATE: 05-' 9.17 9/19/2017 Mail - Lindsay.Brown@TukwilaWA.gov Pizza Hut Design Review Chris Partman Mon 9/18/2017 3:09 PM To:Lindsay Brown <Lindsay.Brown@TukwilaWA.gov>; The changes to the landscaping sound good. Existing trees should be assessed by an arborist to see if they can be limbed up to the recommended 6+ft above ground. All new exterior lighting should be LED. Restrooms should have a lock to restrict access to customers only. Rear door should be kept locked to prevent non -employees from entering the employee only area. This door should have an installed 360 degree peephole, or a break -resistant window, so that employees can see activity outside before exiting. Chris Partman Tukwila Police Department Community Policing Coordinator Desk: 206-431-2197 Cell: 206-271-6069 The City of opportunity, the community of choice. "Courage doesn't always roar. Sometimes courage is the quiet voice at the end of the day saying, 'I will try again tomorrow."' Mary Anne Radmacher, American Writer https://outlook.office365.com/owa/?realm=TukwilaWA.gov&exsvurl=1 &11-cc=1033&modurl=0 1/1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF INCOMPLETE APPLICATION September 1, 2017 Robert Hernandez 12121 Harbour Beach Drive #200 Mukilteo, WA 98275 Transmitted via email to rhernandeznemeraldcitypizza.com RE: Pizza Hut Administrative Design Review; City File L17-0054 Dear Mr. Hernandez, Your application for administrative design review for the Pizza Hut remodel located at 14638 Tukwila International Boulevard has been found to be incomplete. To be a complete application, the following must be submitted to the permit center: 1. A written description of how the design meets the design review criteria in TMC 18.60.050.B. 2. A revised site plan that includes: a. Street furniture such as benches and bike racks. b. Pedestrian connections between the street and the building. c. Existing and proposed easements. — N /A d. Fence and walls with called out colors and materials. 3. Dimensioned and scaled elevations with colors and materials called out. 4. A color and materials board accurately representing the proposed project. 5. A site lighting plan showing the location and type of lighting. Measure the lighting onsite in footcandles and include this information on the luminaire plan. Upon receipt of these items, the City will re -review for completeness and will mail you written notification of completeness or incompleteness within 14 days. Please submit 4 hard copies of each of the above paper plans, 1 color and materials board, and all previously submitted and new plans in electronic form on a jump drive. This application will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to the Permit Application Types and Procedures Section of the Municipal Code. (TMC 18.104.070(E). If you have any questions with this matter, please email or call me at the information below. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Pizza Hut L17-0054 September 1, 2017 Page 2 Sincerely, Lindsay Brown Assistant Planner Lindsay.brown@tukwilawa.gov 206.433.7166 Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADMINISTRATIVE Telephone: (206) 431-3670 DESIGN REVIEW - INFORMATION City of Tukwila design review combines specific standards, design criteria and illustrative design guidelines to require that all developments reflect a high level of design quality. Tukwila has two design review processes; one for projects that require a public hearing before the Board of Architectural Review, and one for smaller projects that are approved administratively by the DCD Director. This application packet is for Administrative Design Review. REQUIREMENTS: Administrative approval is required for the following types of development: A. New Development or Redevelopment beyond the Existing Exterior Walls 1. Multi -family or hotel/motel building additions up to 1,500 s.f. 2. All commercial and industrial development in various zones, when up to a certain size as follows: • MUO, 0 and RCM zoned buildings between 1,500 and 5,000 s.f. • In the Tukwila International Boulevard corridor RC zoned structures up to 1,500 s.f., outside of the TIB corridor RC zoned structures between 1,500 and 5,000 s.f. • In TUC -RC, TUC-TOD, TUC-P, TUC -CC and TUC-WP districts: new non-residential structures between 1,500 and 25,000 s.f.; new residential or mixed use building up to 50 dwelling units; and exterior expansions between 1500 and 25,000 s.f. in size. • NCC and RCC zoned developments up to 1.500 s.f. • C/LI and TVS zoned buildings between 1,500 and 10,000 s.f. 3. All development in LI, HI, MIC/L, MIC/H and TVS located within 300' of a residential zone. 4. All development in LI, HI, MIC/L, MIC/H and TVS located within 200 feet of the Green River. B. Exterior Repair, Reconstruction, Cosmetic Alterations or Improvements 1. Any exterior repairs, alterations or improvements, if the cost of that work is between 10 and 25% of the building's assessed value: • in the MUO, 0, RCC, NCC, RC, RCM, and C/LI districts, for sites with more than 10,000 g.s.f. of building area and • all sites in the Tukwila International Boulevard corridor zoned NCC, MUO or RC. 2. In TUC -RC, TUC-TOD, TUC-P, and TUC -CC districts: Any exterior repair, reconstruction, or improvements when the cost of that work exceeds 10% of the building's assessed value. 3. In TUC-WP district: Any exterior repair, reconstruction, or improvements to buildings over 10,000 square feet when the cost of that work exceeds 10% of the building's assessed value 4. Developments with a previous approved design (within last 10 years) may make minor changes with Department approval. All other changes require new design review. C. Proposed Development Standard Waivers The DCD Director may reduce landscape and building setbacks for Projects in the Tukwila International Boulevard corridor in the MUO, NCC, and RC zones. D. Minor Modification to an approved Board of Architectural Review decision PROCEDURES: At the time you submit your application you must have all of the items listed on th ECE) V E D "Complete Application Checklist." You may request a waiver from items on the checklist that are not applicable to our project. Please discuss this waiver request with City staff either at a pre -application meeting or at the time p l 11 \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Design Review -Administrative -March 2016.docx Community Development submittal. Within :28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Staff will meet with you as needed to help achieve project goals, and formulate a recommendation to the Director. Once all design issues have been resolved we will issue a Notice of Decision. This approval will expire unless construction begins within three years of the decision. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application ]Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 44, 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). L 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". iT 4. Application Fee: See Land Use Fee Schedule online. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 7 Pik 6. SEPA Environmental Checklist if required (see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 7. If the project requires SEPA review: Payment of notice board fee (see Land Use Fee Schedule) to Fast Signs Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). Mailed notice is not required. iNl A\ PROJECT DESCRIPTION AND ANALYSIS: Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). sill.,8. 9. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. N% rJA :10. A written discussion of project consistency with decision criteria. (See Application) 1J l 1. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. t' . . . \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Design Review -Administrative -March 2016.door Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning SITE PLAN: 12 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". y 4- (b) Existing and proposed building footprints. (c) Dash in required setback distances from all parcel lot lines. ellL (d) Fire access lanes and turn-arounds per Fire Department standards. ✓ (e) Parking lots with dimensioned stalls and drive aisles. (f) Loading and service areas. lJN (g) Fences, rockeries and retaining walls with called out colors and materials. HA, (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. rift (j) In MDR and HDR zones provide a development coverage calculation (maximum 50%). (k) Show all existing and proposed easements. (1) Vicinity Map with site location does not have to be to scale. LANDSCAPE PLAN: 13 (a) If the landscaping will be altered or the existing landscaping does not meet current standards 18.52; or if located in the TUC districts see TMC 18.28) provide a landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36". 1(TMC (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). VI SENSITIVE AREAS PLAN (If the project will affect any sensitive areas): 14 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36". rik. >s I (b) Location of all required sensitive area buffers, setbacks tracts and .rotection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Existing and proposed building footprints. \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Design Review -Administrative -March 2016.dooc Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning CIVIL PLANS (If utility or site work is proposed): 15 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. OA rs (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. te\ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to PERMIT CENTER. OP( (g) Locate the nearest existing hydrant and all proposed hydrants. ,.ssx (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. O (i) Plan, profile and cross-section for any right-of-way improvements. roc, (j) Show planned access to buildings, driveways, fire access lanes and turn-arounds. OTHER: 16. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. Maximum size 24" x 36". 17. Color and materials board accurately representing the proposed project. 18. A rendering or photo montage showing the project in context is suggested. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). 19. Luminaire plan including location and type of street and site lighting if any changes to the existing fixtures are proposed. Include proposed fixture cut sheets, site light levels (foot-candles), and measures to shield adjacent properties from glare. 2.9 VT 20. All existing and proposed signage with sign designs and locations. RECEIVED AUG 14 2011 \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Design Review -Administrative -March 2016.docx Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADMINISTRATIVE Telephone: (206) 431-3670 DESIGN REVIEW - APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-DR� Planner: File Number: ( — '\_�� ' - t Application Complete Date: Project File Number: - QUI `e'l- Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: v' V—w\L- Q\22 \ X P t z2J BRIEF DESCRIPTION OF PROJECT LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. k4tale Qt` y s �- \kl)AV\ 1t L L) -t` kta VJ k g \L2 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 00 4COCJ 9020I DEVELOPMENT COORDINATOR: • The individual who: • has decision making authority on behalf of the':owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 4564 ecru p eat Z Address: vi_yzA in, ' 4.60t MV. V \(L vyk5 Phone: '3 -43k OC‘IW i FAX: 425-- 463 -- C3c\e) 1 r • c)ikzZ)4.,CON\ Signature: Date: RECEIVED AU6 14 2011 OTOMN,U1 .?I AIORAM 14OTONfNaAW 'tO 3TAT2 OU8U9 YRATOYI 23 " cx NOle!c•,'iMQa YM 1_ _ \ \ citystore\ City Comm\ Ter j 9\ Kirby\ 2016Applications\ Design Review -Administrative -March 2016.docx Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at t `i6 36 FrglC' i..- N"'`( S, l for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at (city), WI A- (state), on 4'LtG (! $t- 6 , 20 f a0H / ,-t` -i -t ? fer &t&)4ER (Print Name) — e 4si. A L,i A 6A.r ea._ 7c Z 'o / ALA s iiAn) kJ 14-Li -t id).) (Address) 5'& Ac- R >r1 z i Zl, + -r- 13 b (Phone Number On this day personally appeared before me 3p �,vL 1• Q 0Lt1 to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS G1, DAY OF MARCIA K. FUJIMOTO STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 03-29-18 NOTARY PUBLIC inand �for the State of Washington residing at . ,t N[an. , (,,iJ � �- My Commission expires on V ) Lk C \ \ atystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Design Review -Administrative -March 2016.dooc ,a ,20(1 -3 Pliagaits-e. IBC/WASHINGTON STATE AMENDMENTS 2902.2 EXEMPTION 4 - SEPARATE FACILITIES SHALL NOT BE REQUIRED IN SPACES PRIMARILY USED FOR DRINKING OR DINING WITH A TOTAL OCCUPANT LOAD, INCLUDING EMPLOYEES AND CUSTOMERS, OF 30 OR FEWER IBC 209.2.3 EXEMPTION#2 PUBLIC TOILET FACILITIES SHALL NOT BE REQUIRED IN - STRUCTURES AND TENANT SPACES INTENDED FOR QUICK TRANSACTIONS, INCLUDING TAKE OUT, PICK UP AND DROP OFF. HAVING A PUBLIC ACCESS AREA LESS THAN OR EQUAL TO 300 SO FT. A. ALL WORK SHALL CONFORM TO THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF TUKWILA, AND COUNTY OF KING. B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (MA LATEST EDITION) AREA PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECTS OFFICE. D. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. E. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER, IN WRITING, PRIOR TO INSTALLATION. F. G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. OWNER WILL PAY FOR 'CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. G.C. REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. G. G.C. SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. H. IT IS THE GCS RESPONSIBILITY TO CONFIRM THE AVAILABLE 'RESIDUAL' WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE OWNER IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. I. G.C. SHALL CONFIRM MINIMUM RESIDUAL PRESSURE AVAILABLE AT HOOD ANSUL SYSTEM IS 33 PSI. J. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. K. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. L. ALL CONTRACTORS SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS AFFECTING THE SCOPE OF WORK. NO CONTRACT ADJUSTMENTS WILL BE PERMITTED DUE TO THE LACK OF KNOWLEDGE OF SITE CONDITIONS. PROJECT GENERAL NOTES INAME 8'-4" I ROOM NAME SHEET NUMBER ELEVATION NUMBER CEILING HEIGHT BLDG. SECTION LETTER BLDG. SECTION SHEET DETAIL NUMBER DIRECTION OF DETAIL DETAIL SHEET REVISION NUMBER BLDG. HEIGHT v ELEV REFERENCE POINT Q(-000> IXXI X (xIS) ELEV. LETTER ELEV. SHEET DOOR NUMBER WINDOW NUMBER / DECOR ITEM NUMBER EXTERIOR WALL FINISH NUMBER KEY NOTE EQUIPMENT NUMBER ROOM FINISH NUMBER INTERIOR ELEVATION DESIGNATION SHEAR WALL TYPE (STRUCTURAL) EQUIPMENT / FIXTURE NUMBER (M.E.P.) REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS 1481h Sl N S 15o1h St S I541h St • fit 0_ 1441h SI S 146th SI S 140th SI 0 • OFoster High School 514401 S1 S > S 146Ih St Pizza Hut et Casual 837a chain rn Wdh Wide Selection 5 S1501'1 St S1S2nd0i ti+ r~ S152na St S 15414 St Link Light Rail O °Parking Lot S 1481h S1 D • ,5uw Sl OTltornc Elemei „,. a Souih0enle' ei°d VICINITY MAP LEGAL JURISDICTION: TUKWILA KING COUNTY, WASHINGTON BUILDING CODE IBC 2015, IPC 2015, IMC 2015, NEC 2014, 2009 ANSI 117.. 2015 IFGC, BUILDING AREA. 2,168.55 NO CHANGE OCCUPANCY' B TYPE CONSTRUCTION: EXISTING SHELL VB # PHONE LINES THREE (25 PAIR CABLE IN 2' CONDUIT) ELECTRIC SERVICE: 400 AMPS / 3 PHASE / 120-208 VOLT WATER PRESSURE: 45-50 PSI MIN. @ BLDG. POINT OF ENTRY FIRE SO FOOTAGE BREAK OUT'. WAITING AREA STANDING 44 SO. FT. - 1/5 = 9 PERSONS WATING SEATING 6 WAITING CHAIRS '= 6 PERSONS COMMERCIAL KITCHEN 1855 SO. FT. - 1/200 - 9 PERSONS TOTAL 24 PERSONS CHAPTER 29 PLUMBING - WASHINGTON STATE AMENDMENTS- 2012 FIXTURE CALCULATIONS TABLE: 2902.1 RESTROOMS REQUIRED/PROVIDED 1/1 PROJECT SUMMARY I t1A9I IM9HUVtMtry l I u tAIa I INU a I HUU I unt I u urutai t Hta I HuuM I u lLMOLT WI i n HUH rvtw STOREFRONT ENTRANCE, NEW GLAZING, NEW ROOFTOP AND PARAPET. ADD NEW EMPLOYEE DOORS AND INFILL LOWERED SLAB IN BACK OF HOUSE TO LEVEL WITH FRONT OF HOUSE. NEW EQUIPMENT AND RELOCATION OF EXISTING EQUIPMENT PER PLANS DESIGN CRITERIA REFER TO CIVIL DRAWINGS. OWNER EMERALD CITY PIZZA 12121 HARBOUR REACH DR. # 200 MUKILTEO, WA 98275 425-493-8077 CONSTRUCTION MANAGER ROBERT HERNANDEZ 12121 HARBOUR REACH DR. # 200 MUKILTEO, WA 98275 360-631-0996 CELL 425-493-8777 WORK DESIGN PROFESSIONAL SUE GENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 CONTACT. SUE GENTY PHONE: 425-827-3438 MECH. / ELEC. ENGINEER (NAME) (ADDRESS) (CITY, STATE, ZIP) CONTACT: PHONE - ARCHITECT RICK LENTZ MERRICK LENTZ ARCHITECT 12815 NW 126TH PL KIRKLAND, WA 98034 W (425) 747-3177 C (425) 891-0064 STRUCTURAL ENG. ANDERSON CHASE 5726 100TH ST. SW. #200 LAKEWOOD, WA 98499 CONTACT. MARK ANDERSON PHONE. 253-212-2310 PROJECT DIRECTORY SEWER CITY OF TUKWILA 6200 SOUTH CENTER BLVD TUKWILA WA 98188 206-433-1849 TELEPHONE OPERATIONS EXPLORER 15600 NW 15TH AVE MIAMI FL 33169 CONTACT'. PRIAMO PLACENCIA 786-220-1659 WATER CITY OF TUKWILA 6200 SOUTH CENTER BLVD TUKWILA WA 98188 206-433-1849 FIRE ALARM SYSTEM NW FIRE SYSTEMS 7815 S 180TH ST KENT WA 98032 CONTACT. MELISSA FRASER 206-772-7502 CALL CENTER: 360-252-4919 GAS PUGET SOUND ENERGY POETH P.O. BOX 91269 BELLEVUE, WA 98009-9269 1-888-225-5773 SECURITY ALARM SYSTEM SIGNAL SERVICES PO BOX 9537 SEATTLE WA 98109-0537 206-3-26-9: BEN YAWITZ CALL CENTER 877-440-9785 ELECTRIC PUGET SOUND ENERGY BOT-01 H P.O. BOX 912E BELLEVUE, WA98009-9269 1-888-225-5773 UTILITY CONTACTS TITLE/SITE 1 2 a 4 5 6 7 8 T1.0 TITLE SHEET CIVIL AND LANDSCAPE DRAWINGS BY SITE SPECIFIC CONSUL I AN I. STRUCTURAL 51.0 FOUNDATION PLAN S2.0 WALL FRAMING PLAN S3.0 ROOF FRAMING PLAN S4.0 STRUCTURAL DETAILS (FOUNDATION) S4.1 STRUCTURAL DETAILS (FRAMING) S4.2 STRUCTURAL DETAILS (ROOF/TOWER) ARCHITECTURAL Al .0 FLOOR & FINISH PLAN A1.1 DOOR & WINDOW ELEVATIONS & SCHEDULES / FINISH SCHEDULES A2.0 EQUIPMENT PLAN & SCHEDULE A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 WALL SECTIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS A6.0 EXTERIOR CONSTRUCTION DETAILS A6.1 EXTERIOR CONSTRUCTION DETAILS A7.0 REFLECTED CEILING PLAN A8.0 INTERIOR ELEVATIONS A8.1 INTERIOR ELEVATIONS A9.0 INTERIOR CONSTRUCTION DETAILS A10.0 METRO SHELVING ASSEMBLYAIDS MECHANICAL DEFERRED SEPARATE PERMITS REQUIRED FOR - WALK IN COOLER, WALK IN FREEZER, TYPE 1 HOOD AND HVAC SYSTEM. PLUMBING DEFERRED ELECTRICAL OEERE LEGAL DESCRIPTION 0040000902 ADAMS HOME TRS POR OF 9-10 & 25-26 N LN OF S 30 FT OF 9 TH E ALG SD N LN RD MGN OF ST RD 200 FT TH W PLW S LN ALG ELY RD MGN 200 FT TO POB BEG AT NXN OF ELY MGN OF ST RD # 1 WITH OFS 30 FT OF 9-10120 FT THSWLYPLW ELY OF 9-10 120 FT TO SD ELY MGN TH NELY SUPERCEDED RECEIVED COPY idFILE AU6 14 2017 Community Development SHEET INDEX or r ,tea I REGISTERED 1\l ARCHITECT MERRICK 0. LENTZ V alnle or WASHINGTON ■. n.... 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET 06-16-17 CITY CORRECTIONS #1 A A A A A A A CONTRACT CAIE BUILDING TYPE'. PLAN VERSION: SITE NUMBER. STORE NUMBER' XX.XX.XX FS DELCO UTE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 Pizzaff44t FS DELCO LITE 013898 TITLE SHEET T1.O PLOT DATE 05-19-17 �. L. 1. CONTRACTOR SHALL CONTACT THE PROPER AUTHORITIES TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES AND HAVE SAME MARKED BEFORE PROCEEDING WITH ANY DIGGING OR OTHER SITE WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE FINISH FLOOR ELEVATION (ABOVE SEA LEVEL) BASED UPON THE CIVIL DRAWINGS AND ON EXISTING FIELD CONDITIONS INCLUDING GRADES, DRAINAGE, UTILITIES, ACCESSIBLE ROUTES, ETC. AND SHALL OBTAIN APPROVAL OF SAME FROM THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. CONCRETE PAVING WITHIN 5'-0" OF EXTERIOR DOORS SHALL SLOPE AWAY FROM BUILDING AT 1% 4. GRADE/SOIL SHALL SLOPE 1% MINIMUM AWAY FROM ALL SLAB EDGES AND SHALL BE HELD DOWN 614' MINIMUM FROM THE TOP OF THE CONCRETE SLAB. 5. ALL ACCESSIBLE ROUTES ON SITE SHALL COMPLY WITH ALL ADA REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THOSE REQUIREMENTS. 6. MAINTAIN POSITIVE DRAINAGE ON SITE AND INFORM THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER OF ANY ISSUES WITH SAME BEFORE PROCEEDING WITH WORK. 7. THE CONTRACTOR SHALL CONFIRM THE BUILDING LOCATION ON THE SITE WITH THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER BEFORE PROCEEDING WITH THE WORK. 8. VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN DESIGN AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCTION MANAGE AND CIVIL ENGINEER PRIOR TO PROCEEDING WITH WORK. 9. PATCH AND REPAIR ANY AND ALL PAVING DISTURBED DURING CONSTRUCTION TO MATCH ADJACENT PAVING CONDITIONS AND ELEVATIONS. 10. VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND METERS ON SITE AND ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCITON MANAGER AND CIVIL ENGINEER. 11. REFER TO PROJECT JENERAL NOTES ON SHEET T1.0 8 A1.1 12. ADA MANEUVERING SPACE OUTSIDE OF EXTERIOR DOORS SHALL BE LEVEL TO WITHIN 1/48 SLOPE MAX. SITE PLAN GENERAL NOTES A ID) PIZZA HUT BUILDING CD WASTE OIL, BARRELL LOCATION. WASTE OIL BARREL (50-GAL) TO HAVE LOCKING LID. CD 8' X 20' ACCESSIBLE VAN' PARKING SPACE WITH 8' X 20' ACCESS AISLE. ® GAS METER- EXISTING CD WATER METER - EXISTING © ELECTRICAL SERVICE PANEL 8 METER - EXISTING CD TRASH AREA 8 DUMPSTER W/7' HIGH SCREEN FENCE ON NEW CONCRETE SLAB. 6' THICK REINF'D CONCRETE PAD W/ BROOM FINISH AND SLOPED TO GRADE FOR ACCESS. CD ADA CURB RAMP: MAX SLOPE 1:12 CD CONCRETE WALK WITH LIGHT BROOM FINISH. ACCESSIBLE ROUTE TO SLOPE 1:20 MAX IN DIRECTION OF TRAVEL WITH CROSS SLOPE 1:48 MAX NEW SIGNAGE - REFACE MONUMENT BASE AND REPLACE EXISTING SIGN PER CORPORATE STANDARDS. UNDER SEPARATE PERMIT. INSTALL NEW ADA ACCESSIBLE PARKING SIGN AT .5'-0" A.F.F. MIN. SEE SHT ADA1.1 CORNER SIGN TO HAVE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND SHALL BE DESIGNATED OF VAN ACCESSIBLE' WRITTEN ON THE SIGN, PER ANSI A117.1 RELOCATE EXISTING HVAC UNITS (3) PER MECHANICAL PLANS 1® REMOVE EXISTING ASPHALT, PATCH AND REPAIR TO LIKE NEW, PROVIDE LANDSCAPING TBD REMOVE CURB AND RADIUS PER PLAN - AND REPLACE CURB - FIELD VERIFY EXISTING DUMPSTER SURROUND KEY NOTES C REQUIRED PARKING FOR FAST FOOD RESTAURANT 4 CARS / 1,000 SO. FT OF RETAIL SALES - GENERAL 2,168 SO. FT. = 8.67 STALLS REQUIRED - 14 STALLS PROVIDED NO CHANGE OF USE - EXISTING TO REMAIN KEY NOTES C TENANT/PYLON/MONUMENT PANEL FACE TO BE FROM THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. 120. 0 0' � �o , , �' RECEIVED -5\`D - _ / / AUG 14 2017 / / Community / Development / / / / /7 // / / SITE PLAN SCALE: 1"= 20' IREGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON l.■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A A CCNYRAct 6AYt: XX.XXSN BUILDING TYPE: FS DELCO LITE PLAN VERSION: 03-15-17 SITE NUMBER: 299663 STORE NUMBER'. 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 0 Pizzal44r- FS DELCO LITE 013898 A -SITE NORTH to 7 4.0°51 PLOT DATE: 0519-17 r -J d' EXTERIOR SHEAR WALL 2x6 WD STUDS AT 16 O.C. W/ 1/2' EXTERIOR GRADE PLYWD (EXP 1) SHEATHING (SEE STRUCT. DWGS. FOR ADDITIONAL INFORMATION.) AND R-21 KRAFT-FACED FIBERGLASS BATT INSULATION. GYP. BD. AND OTHER FINISHES SHALL BE APPLIED OVER STRUCTURAL PLYWD. TYPICAL EXTERIOR WALL. 2x6 WD STUDS AT 16" 0.C. W/ 1/2' EXTERIOR GRADE PLYWD (EXP 1) SHEATHING AND R-21 KRAFT-FACED FIBERGLASS BATT INSULATION U.O.N. TYPICAL INTERIOR WALL: 2x4 WO STUDS AT 16' O.C. (2x6 OR 2x8 WHERE NOTED). W/ 5/8. TYPE "X" GYP. BD. SUBSTRATE U.O.N. INTERIOR SOUND -RATED WALL'. CONSTRUCT TYPICAL INTERIOR WALL W/ 3-1/7' UNFACED FIBERGLASS BATT INSULATION. HOOD WALL. REPLACE WOOD WALL WITH 39" 20 GA. (3505162-33) METAL STUDS @ 16' 0.C. AT NEW WALLS MIN. 18". NO EXPOSED SCREWS/ ATTACHMENTS. STEEL STUDS W/ STAINLESS STL. PANEL OVER GYPSUM BOARD MAY BE USED AS AN APPROVED ALTERNATE. DASHED LINE INDICATES SUBSTRATE LOCATION. ALL WALLS SHALL BE AS INDICATED EXCEPT FROM TOP OF SLAB TO 12" ABOVE SLAB SHALL BE 5/8' CEMENT BOARD, U.O.N. THIS NOTE DOES NOT APPLY TO EXTERIOR FACE OF EXTERIOR WALLS, AND PLYWOOD SHEAR CONDITIONS. TYPE -I HOOD SIDE %" GWB-X 22 Ga. STAINLESS STEEL SHEETING OVER TYPE le GWB. EXTEND 18" BEYOND SIDES 8 TOP OF HOOD. 2x420 GA. (350S162-33) METAL STUDS @ 16" 0.C. AT NEW WALLS AT EXIST. WALLS, IF STUDS ARE WOOD, THEN REPLACE WITH 20 GA METAL STUDS & SOLE PLATE CHANNEL, TO MATCH EXIST, STUD SIZE, AS NOTED. (VERIFY STUD REPLACEMENT WITH PH CONST. MGR. ). 8" HIGH CEMENT BD. TILE BASE - SEE FIN. SCHEDULE SEALANT 50' 2 26-1" 8,4 3'-10' WALL @ TYPE 1 HOOD DETAIL 1 12" 1'-0 WALL LEGEND DIMENSIONS: A ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. REFER TO FOUNDATION PLAN FOR FACE OF STUD. DIMENSIONS. B. DIMENSIONS NOTED AS CLEAR ARE MIN, REO'D, NET CLEARANCE FROM FACE OF WALL / WAINSCOT FINISH. REFER TO DWG A2.0 FOR CRITICAL "HOLD" EQUIPMENT CLEARANCES. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. WINDOWS / DOORS. A SEE SHT. A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE. B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING. FINISH SUBSTRATES A PROVIDE 5/8" THICK CEMENTITIOLS BD. FROM FLOOR SLAB TO 12" A.F F. MIN. IN LIEU OF GYP. BD.. U.O.N. B. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. C. SEE SHTS. Al AND A7.0 THRU A9.0 FOR ROOM FINISHES. D. ALL BACK OF HOUSE WALLS SHALL HAVE 1/2" EXPOSURE 1 PLYWD U.O.N. DECOR. A. SEE A2.0 FOR DETAILS. C. SEE Al .1 8 A8.0 - A9.0 FOR WALL FINISHES. D. SEE A7 0 FOR CEILING FINISHES. FLOOR PLAN NOTES 1O STARTING POINT. ALL SUB -TRADES SHALL USE THIS POINT AS A BEGINNING LAY -OUT (CORNER OF BREAK METAL @ COLUMN). O PRE -FINISHED MTL. DOWNSPOUTS. SEE EXTERIOR ELEVATION SHEET A4 0 8 A4.1. CD ELECTRICAL MAIN SWITCH BOARD. REMOVE 8 REPLACE MDP SWITCHGEAR ® METAL THRESHOLD. REFER TO DETAIL 5/A9.0 - IMBED IN N.S. MORTAR O RECESSED ELECT. PANEL AND CLEAR FLOOR SPACE. REFER TO ELECT. DWGS. © FIRE EXTINGUISHER (K CLASS) TO BE PROVIDED BY GENERAL CONTRACTOR. VERIFY NUMBER AND LOCATION OF EXTINGUISHERS WITH LOCAL AUTHORITIES. O SPLASH GUARD. SEE DETAIL 9/A9.0. INSTALLATION SHOULD BE COORDINATED WITH HAND SINK INSTALLATION. OFOUSE FROMORNER TOP OF BASE DTILE �TO 6-0" UL CAP, P FROM TOP OF BASER SEE DETAIL. EXPOSED CORNES IN 13 40.0, O HOOD WALL, SEE WALL LEGEND. CD CONTRACTOR TO PROVIDE 1/2' PLYWOOD BLOCKING AT THIS LOCATION FOR WALL MOUNTED EOUIMPENT, CD GAS METER. DONT PAINT. 12 START POINT FOR FLOOR TILE. CD 5/8" CEMENT BOARD PLATFORM AT SAFE LOCATION. HOLD 6' FROM WALL. SEE DETAIL 12/A9.0. 14 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLOPES AROUND FLOOR GRAINS, 15 LOBBY AREA TILE ORIENTATION AS SHOWN. 1fi FLOOR TILE TRANSITION, FROM KITCHEN TILE T-M1 TO LOBBY TILE T-M2 DIRECTLY UNDER BACK EDGE OF CEILING BULKT-IEAD TO EDGE OFWALL IN KITCHEN. 17 CONTINUE B.O.H FINISH T-M1 INTO WALK-IN COOLER. CD FREEZER FLOOR AND BASE FURNISHED BY MANUFACTURER. 19 REUSE EXISTING HOT WATER TANK - ® FRAMED FUR DOWN, FINISHES AT 7'-0" A.F.F. CLEAR. REF DETAIL 14/A9.0. 27 OWNER SUPPLIED, WALL MOUNTED BRACKET AND 40' LCD TV. CONTRACTOR TO PROVIDE REOUIRED BLOCKING AND INSTALLATION OF BRACKET AND TV. MOUNT BOTTOM OF TV @ 6'-10" A.F.F. 22 GC TO PROVIDE 5/B" PLYWOOD ON FULL WALL. CD INSTALL BACKER ROD AND SEALANT BETWEEN COOLER/FREEZER AND ADJACENT WALL SURFACES. DISCONTINUE WALL COVERING BEHIND COOLER/FREEZER. SEE DETAIL C A1.0 CID G.C. TO INSTALL KNOX BOX PROVIDED BY LOCAL FIRE DEPARTMENT. 25 G.C. TO PROVIDE AND INSTALL OCCUPANT LOAD SIGN. FRP ON 5/8' GYP. 80. FINISH AS SCHEDULED ON INTERIOR ELEVATIONS PLYWOOD BLOCKING FINISH AS SCHEDULED ON INTERIOR ELEVATION 20 GA. S.S. END CAP -ATTACH W/ CONST. ADHESIVE EL=T-0' CLEAR - PER TAS/ADA KITCHEN LOBBY BULKHEAD WALL DETAIL 3"-1'-17' ROUGH OPENINGS ARE NOT NECESSARILY TO STUD. SEE WALL SECTIONS ON SHEET A5.0 AND A5.1 FOR R.O. LOCATIONS. IV . I �; D I m STORAGE 1 9 0 0 75" A.F.F. 0 6"X18" CENTER 38"X31" CENTER 0 57-1 2" A.F.F. Q� 10 424" CD----:._'0 I \ `h. 10 2 0 O N 0 ,ri j r 4 ®B s I III A1.0 ® oMER I CUSTOMER 0 7 MUM 1►► P M3Mill ® CI P-Mc 1 f'I�' I� ' 14Lm e " ii®I 1 �_ iL ® 1 �® I ®© 11 O ,, I,1. 0 I KITCHEN Wil i!L1� `� P-M1 CL-Mt 11 1 -, I'!'I'!'!�i1^1 ► ® T-Mt FRP-M OI .. 8-M1 I AIMI I CD I II - O O N I Npp� O 11 ® I / A �. Ai 1r-rD^ / I PREP .F+ A1A .0 VI J I C' LER 1 1 / 1. 1 �I 1111 A,.o Al MEI 1 4131, `r 10'' 25'-100" I—17 Fl Lto I DRY STD NOo x • Nn 71 KITCHEN P-M1 T-M1 CL-M1 FRP-M B-M1 2' :Ja PER 2017 DELCO MAJOR REMODEL STANDARDS, REFINISHING THE BOH IS ONLY REQUIRED AS NEEDED TO MEET ALL MAINTENANCE, FOOD SAFETY, AND APPROVED EQUIPMENT STANDARDS AT THE TIME OF THE REMODEL. I OR PU I BOH RESTROOM CL-M1 FRP-M B-M1 T-M1 Ilk I KITCHEN I P-M1 CL-M1 T-M FRP-M B-M1 A. SEE SPECS FOR PAINTING, GYPSUM BOARD AND TILE. DENOTES FINISH MATERIAL. REFER TO SHEET Al FOR FINISHES. C. TILE JOINTS (U.N.0.): 1. QUARRY FLOOR TILE: 1/4" 2. PORCELAIN CONTINENTAL SLATE FLOOR TILE 3/16' 3. GLAZED WALL TILE'. 1/8" 4. BASE, TRIM, AND ACCESSORIES, MATCH ADJOINING TILE UNITS. D. FLOOR TILE JOINTS SHALL MATCH UP WITH SLAB JOINTS. E. ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN. RADIUS U.N.0 F. PROVIDE FINE BEAD OF CLEAR SILICONE CAULK WHERE FRP-M STOPS AT TOP OF COVE BASE. G. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS/EQUIPMENT ABUTS WALL SURFACE. I -I, ALL INTETIOR FINICI ICC GI IALL HAVE CLASS 1 FIRE RATING. FLOOR PLAN 2" NR GAP, TYP. WALK IN REFER FLASHING @ GAP BETWEEN WALL AND WALK IN REFER 7% STLID AND GWB WALL ALIGN FREEZER FLOOR TO BE FLUSH WITH FINISH SURFACE OF KITCHEN FLOOR WALK IN FREEZER FLOCR SLAB DEPRESSION AT WALK IN FREEZER FI OOR FINISH PFR SCHFDLIL F RECEIVED AU614 2011 vevve! pm ent L17-00591 u IREGISTERED ARCHITECT MERRICK D. LENTZ STRTE OF WASHINGTON OHO 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET 06-16-17 CITY CORRECTIONS#1 A A A A A A A CONTRACT DATE, BUILDING TYPE'. PLAN VERSION. SITE NUMBER: STORE NUMBER, XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL, BLVD. TUKWILA, WA 9816E Naga/ .4 FS DELCO LITE 013898 FLOOR & FINISH PLAN AI.O KEY NOTES KEY NOTES FLASHING @ WALK IN DETAIL 1/2"-1-0 C SLAB DEPRESSION @ FREEZER DETAIL 11/2"-1'-0 PLOT DATE: 05-19-17 FLOORS ISYMtl DESCRIPTION ALTERNATE/NOTES T-M1 MFR.: CROSSVILLE TYPE: PORCELAIN TILE COLOR. GRAY MINGLE R007 SIZE: 8" X 8" CROSSTREAD GROUT: POLYBLEND #60 CHARCOAL TONI HALE * 931-456-3997 MFR.: FLORIDA TILE TYPE QUARRY TILE COLOR'. PURITAN GRAY- RAISED TREAD SIZE'. 6'06" 12' x 12" GROUT. POLYBLEND #60 CHARCOAL MATT HATFIELD * 214-356-4271 T-M2 MFR.- FLORIDA TILE TYPE PORCELAIN TILE COLOR: FTI-PHI-CR SIZE: 6' X 24" GROUT: CUSTOM BUILDING PRODUCTS #540 TRUFFLE 3/8" NOTES' 1. RUNNING BOND PATTERN 2. TILE PATTERN TO BE PARALLEL WITH FRONT DOOR 3. FOR ORDERING CONTACT MATT HATFIELD 214-356-4271 WALL BASE 1 SYM I DESCRIPTION ALTERNATE/NOTES B-M1 MFR.• CROSSVILLE TYPE: TILE COVE BASE COLOR. GRAY MINGLE SIZE: 6' x 8" GROUT'. POLYBLEND GROUT #60 CHARCOAL TONI HALE * 931-456-3997 MFR.: ARMSTRONG TYPE: VINYL COVE BASE COLOR JET BLACK SIZE: 4" STEVE PATTERSON* 214-755-9186 B-M2 MFR. ARMSTRONT TYPE'. VINYL COVE BASE COLOR: JET BLACK SIZE 4" CEILINGS 1 SYM I DESCRIPTION ALTERNATE/NOTES CL-M1 MFR.: GYPSUM LAY IN PANEL I YPE: WHITE VINYL WITH STIPPLE PAI I ERN COLOR. WHITE SIZE'. 1/2" x 24. x 48" KITCHEN/RESTROOM ACOUSTICAL CEILING GRID SHALL BE EQUAL TO ARMSTRONG PRELUDE 15/16' OH U.S. GYPSUM ENVIRONMENTAL ZXA GRID SYSTEM. WIDE -FACED, ALUMINUM CAPPED, DOUBLE -WEB, HOT DIP GALVANIZED STEEL, INTERMEDIATE -DUTY, HIGH HUMIDITY FINISH. PAINTED WHITE. ALTERNATE TILE'. MFR.. ARMSTRONG TYPE'. #793 GEORGIAN HIGH WASHABILTY ARMSTRONG * COLOR WHITE BETH RINEHEART SIZE: 1/2" x 24" x 48" KITCHEN/RESTROOM 2500 Columbia Avenue 1/2" x 24" x 24" LOBBY Lancaster, PA 17603 (800) 442-4212 CL-M2 MFR. USG TYPE'. FROST, CLIMA PLUS COLOR. FLAT BLACK #205 SIZE 1/2" x 24" x 24" LOBBY ACOUSTICAL CEILING GRID SHALL BE EQUAL TO ARMSTRONG PRELUDE 15/16' OR U.S. GYPSUM ENVIRONMENTAL ZXA GRID SYSTEM. WIDE -FACED, ALUMINUM CAPPED, DOUBLE -WEB, HOT DIP GALVANIZED STEEL, INTERMEDIATE -DUTY, HIGH HUMIDITY FINISH. PAINTED FLAT BLACK. WALLS/DOORS ALTERNATE/NOTES SrM I DESCRIPTION FRP-M MFR.: MARLITE TYPE: MFR NO, P-100 COLOR. WHITE MARLITE * ALTERNATES: 1) PARKLAND PERFORMANCE, PLASTEX NRP, WHITE, NU CRACKED -ICE FINISH 2)- NUDO PROD. INC., FIBER-LITE LP-F9-FR, COLOR: WHITE . 3)- SEQUENTIA, INC, STRUCTOGLASS, STRUCTOGLAS PYRO-PANL, COLOR: WHITE #1130, 4)- UNIDYNAMICS DYROTECH INDUSTRIES, KEMLITE GLASBORD-P, KEMLITE FIRE-X GLASBORD, COLOR. WHITE#85 CUSTOMER SERVICE 800.377.1221 www,marlite.com P-M1 MFR.: SHERWIN WILLIAMS TYPE. SEMI -GLOSS ENAMEL COLOR. "GREY CLOUDS"- #SW7658 KITCHEN DOORS 8 FRAMES P-M2 MFR.'. SHERWIN WILLIAMS TYPE. SEMI -GLOSS ENAMEL COLOR: "MACADAMIA'- #SW6142 FINISH: LIGHT STIPPLE TWO COATS MINIMUM. P-M3 MFR.: SHERWIN WILLIAMS TYPE: SEMI -GLOSS ENAMEL COLOR'. "BLACK FOX" - #SW7020 LOBBY/RESTROOM DOORS 8 FRAMES W-M1 MFR,: WOLF GORDON TYPE. VINYL WALLCOVERING COLOR. RAMPART #G0H10177925 COLOR #9 PERFORATED QNSTALLED VERTICALLY) 1. WALLS TO HAVE MINIMUM LEVEL 4 FINISH AI OEDDNE,COAT PRIMER. 10R4TIZ 2. ADDITIONAL 2 WEEK LEAD TIME FOR PERFORRI -S W-M2 MFR,. GLEN -GORY TYPE' THIN BRICK 1/2" COLOR. MILWAUKEE, RUNNING BOND PATTERN SIZE: 1/2' X 2 1/4" X 7 5/8" MORTAR'. NATURAL GREY PIPED, ROUGH RAKED 1. USE THIN TECH - CLASSIC SERIES, SEE DETAIL 2/A8.0 * 2. SEAL BOTTOM 3 COURSES W/ PROSOCO, STANDOFF (STMP) MIKE SCHMEDDING 816.589.3956 ST-M1 MFR.. SHERWIN WILLIAMS TYPE'. INTERIOR SEMI -TRANSPARENT STAIN COLOR. WEATHERED TEAK'- #SW3134 CHAIR RAIL FINISH SCHEDULE LEGEND 9 1. INSTALL FRP PANELS ON WALLS FROM TOP OF SLAB WHERE CERAMIC TILE IS INDICATED. INSTALL FRP WALL, 2. REFER TO DECOR VENDOR DWGS FOR CASEWORK 3. GALV STEEL WALL AND CEILING FINISHES BY WIC / 4. REFER TO INTERIOR ELEVATIONS AND A1.0 FLOOR 5. FOR FINISH LOCATIONS REFER TO'. TO EXTEND PAST CEILING GRID EXCEPT ON KITCHEN SIDE OF SERVING COUNTER AND DECOR FINISHES. WIF BOX MFR. PLAN FOR LOCATIONS OF WALL GRAPHICS. RATING. 5. SHEETS A4.0 8 A4.1 - EXTERIOR ELEVATIONS SHEET A2 0 - FLOOR FINISH PLAN SHEET A7.0 - REFLECTED CEILING PLAN SHEET A8,0 - INTERIOR ELEVATIONS 6. ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE 7. ALL PAINTED SURFACES SHALL BE FINISHED TO A LEVEL ROOM FINISH NOTES 10 ALL FINISHES/FURNITURE/DESIGN ELEMENTS/GRAPHICS SHALL BE PER THE CURRENTLY POSTED DELCO PROTOTYPE DRAWINGS ON ONE STOP SHOP. ANY VARIATION OR ALTERATION SHALL BE APPROVED BY PHLLC THROUGH FINISH SUBMITTAL, BY OWNER, FOR FURTHER REVIEW AS INDICATED IN FINISH SPECIFIC NOTES WITHIN SCHEDULE. THIS APPROVAL IS CONTINGENT ON THE ALIGNMENT OF THE PROTOTYPICAL SPECIFICATIONS AND/OR FOLLOW UP OF REQUESTED FINISH REVIEW OF PROPOSED. 1. SEE SCHEDULE FOR GLASS TYPES. 2. REFER TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENING DIMENSIONS. ALL STOREFRONT MATERIAL AND GLAZING SHALL DE SUPPLIED AND INSTALLED BY G.C. U.O.N. ALL WINDOW TYPES ARE TYPE "A" GLASS U.O.N. 3 4 OPTIONAL BLINDS TO BE FURNISHED AND INSTALLED BY G.C. ON ALL TYPE "1" WINDOWS, SITE SPECIFIC ARCHITECT SHALL VERIFY IF BLINDS WILL BE REQUIRED ON ANY OR ALL TYPE )1" WINDOWS 5. WITH LOCAL OWNER'S REPRESENTATIVE. NOTE. MOUNT ROLLER SHADES INSIDE FRAMES. ROLLER SHADES: SUPPLIER: LEVELOR - ROLLERSHADE SHEAR WEAVE 4100, COLOR' V10 EBONY, 10% OPENNESS MOUNTED TO INSIDE OF WINDOW FRAME ROLLER SHADES TO BE FURNISHED AND INSTALLED BY G.C. BLIND EXPRESS, INC. Lee Askenas 30 Mnasell Court, Suite 108 Roswell, GA 30076 770-664-1688 Office 770-664-1191 Fax (877)219-3271 Toll Free laskenas@blindexpress.net NOTE: PER WSEC TABLE C402.3 MAX. U-VALUE OF 0.38 AT FIXED WINDOWS AND .60 @ DOORS - MAX. SOLAR HEAT GAIN COEFFICIENT OF 0.40 FOR ALL GLAZING NOT FACING NORTH - GLASS SCHEDULE 0 1" INSULATED GLASS O6 1" INSULATED TEMPERED GLASS NOTE. SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. WINDOW TYPE NOTES 8 REFERENCE NOTES. 1. ALL HARDWARE SHALL BE U532D U.O.N. 2. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N. 3. ALL LOCKS SHALL DE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE. 4. PERMANENT CORES SHALL BE SHIPPED TO THE CONSTRUCTION MANAGER. 5. MOUNT DOOR CLOSURES ON TOILET ROOM OR KITCHEN SIDE ONLY. 6. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL WITH FLAP), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP, DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE, KEYLESS ENTRY AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PART #DU-YUM-SD. 7. NOT USED. 8. PROVIDE PUSH/ PULL PLATES. 9. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH DUALITY #520 DOOR PULL. 10. MOUNT 8" KICKPLATE ON BOTH SIDES. 11. MAXIMUM DOOR OPERATING PRESSURE 5 LBS INTERIOR : 8.5 LBS EXTERIOR MEASURED AT 90 DEGREES TO THE DOOR AT THE STRIKE EDGE. 12. ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED OR AS REQUIRED BY LOCAL JURISDICTION. 13. UNISEX RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS. 14. NOT USED. 15. INTERIOR DOORS, FRAMES AND HARDWARE PACKAGE ORDERED THRU LOCAL DISTRIBUTER 16. MOUNT (6) COAT HOOKS ON INTERIOR RESTROOM SIDE AT 5'-0" A.F.F. 17. VISION PANEL AT EXTERIOR DOORS 6%6' WIRE GLASS WINDOW AT RECEIVING DOOR. DOOR SCHEDULE NOTES 1 R DOOR SIZE BUTTS LOCKS CLOSERS KICKPLATE THRESHOLD DOOR STOP E_ a MISCELLANEOUS DETAIL LOCATIONS DOOR NOTES a 'au - 1 2 3 4 1 2 3 4 5 6 1 2 3 1 2 3 4 1 2 3 4 1 2 3 SEE DOOR TYPE ELEVATIONS 1 PR VISTA OFFSET PIVOTS (TPB) BOMMER BB5000 4.5' x 4.5' CONT. HINGE INCLUDED IN PACKAGE 1 PR STANLEY 2060R - 4-1/2' x 4-1/2' - 26D YALE B-PB5407 LNIC OFFICE SARGENT 10G04 K LP 0 US26D PANIC HARDWARE INCLUDED IN PACKAGE FALCON C952 OR C966 AS REQUIRED YALE B-PB5402 LNIC PRIVACY SET IDC 6050 DORMA CLOSER INCLUDED IN PACKAGE DORMA 7203 ARPxSNBx689 STAINLESS STEEL 8' x 34. KICKPLATE INCLUDED IN PACKAGE STAINLESS STEEL 10' x 22' STAINLESS STEEL 18' x 34' VISTA # TH43 THRESHOLD INCLUDED IN PACKAGE V 0 0 O O O HINGE STOP ROCKWOOD 528 PUSH PLATE #40 8'x16' - QUALITY S.S. PULL PLATE # 1610A 4' x 16' - QUALITY S.S. SWEEP R WEATHERSTRIP INCL. IN PACKAGE SWEEP (VISTA231 STD) NGP 101VA _RCUT 3/4' PROVIDE A SIGN STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' COAT HOOK - IVES 571-A92 2 O 3 0 ¢0¢ W 2 S d SILL 1 3'-0" x 7-0' x 1-3/4" A AL AL X X X X X X X X X 6/A6.1 6/A6.1 7/A6.1 1, 3, 4, 8, 9, 11 2 3'-0"x 7-0"x1-3/4' C HM HM X X X X X 11/A9.0 11/A9.0 1, 2, 3, 4, 5, 10, 11, 12, 3 3'-0" x 7-0" x 1-3/4" B HM HM X X X X X X X 11/A6.0 11/A6.0 13/A6,0 1, 2, 3, 4, 6. 10. 11, 17, 18 4 3'-0" x 7'-0" x 1-3/4" C HM HM X X X X X 11/A9,0 11/A9.0 132� ,)I65, 10, 11, 12, 5 3'-6'x7-0"z1- Div-w�-'wv-r-',—.--- B HM HM X X ,"--..--.i-. X X X i. X ,,,_,A ^1 A6. 11/A6. ^13 11/A9.0 A6.D ��� 1 2 3,4 6 10 11 17 18 � �'.�n_a il, 2, ;5, 10,11,12, 6 3'-0"x7'-0"x1-3/4" C HM HM X X X X 11/A9.0 DOOR SCHEDULE 2 o L� OB O 3-0 O 4 CD- ALUMINUM RECEIVE® AUG 14 2011 eve pm ent 6"X 6' VISION PANEL O`8"KICKPLATE SIGN WHERE REQUIRED / Ik 8" KICKPLATE ON PUSH SIDE ONLY WINDOW TYPE 1/4" =1'-0' 6 DOOR TYPES 3 +5� I REGISTERED 1 \/ ARCH CT MERRICK D. LENTZ 1 STn1E OF WASMINGTON 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS#1 A A A A A A CGNTRACT DATE: BUILDING TYPE. PLAN VERSION. SITE NUMBER. STORE NUMBER XX.XX.kX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 Pk » ft 44- FS DELCO LITE 013898 DOOR & WDW ELEVATIONS/ FIN. SCHEDULE A1.1 PLOT DATE 05-19-17 DRY STORAGE SHELVING CALCULATIONS 00UIPMENT 8 FREEZER SHELVING CALCULATIONS QUANTITY % FACTOR X LENGTH = TOTAL EQUIPMENT 41 QUANTITY % FACTOR X LENGTH = TOTAL K-906 1.0 X .75 % 3.0 = 2.25 K-916 1.0 % 1.0 % 3.0 = 3.00 K-941 2.0 X .33 X 4.0 = 264 K-982 2.0 X 1.25 % 5.0 - 12.50 K-963 5.0 X 75 X 4.0 = 15.0 TOTAL = 15.50 LF K-982 3.0 X 1.25 X 5.0 = 18.75 COOLER SHELVING CALCULATIONS K-998 3.0 X 1.25 X 4.0 = 15.0 EQUIPMENT 4 QUANTITY X FACTOR X LENGTH = TOTAL K-995 1.0 X 1.25 X 3.D = 3.75 K-920 20 X 1.25 X 3 = 7.50 K-921 1,0 X 1.25 X 4 - 5,00 K-926 3.0 X .75 % 2.5 - 5.63 K-983 3.0 X 1.25 % 5.0 = 18.75 TOTAL = 36.88 ** TOTAL = 57.39 DO NOT INCLUDE SPEED RACK FOR STORAGE LINEAR FOOTAGE, COUNT'. 30" WIDE SHELVING - 1.25 x LENGTH OF SHELF 24" WIDE SHELVING - 1.0 x LENGTH OF SHELF 18" WIDE SHELVING - 0.75 x LENGTH OF SHELF 0.33 x BREADSTICK STATION (LENGTH) 0.33 x DRIVERS STATION (LENGTH) 0.33 x UPPER SHELVING AT WORKSTATION (LENGTH) 0.4 x WNGSTREET SAUCING STATION (LENGTH) 0.5 x WNGSTREET PREP STATION (LENGTH) 0.5 x 0/E STATION (LENGTH) 0.5 x DUALITY STATION (LENGTH) MOBILE SHELVING CARTS -.75 PER UNIT STORAGE CAPACITY MATRIX 0 QTY. ITEM REMARKS (Z-021> 0 6 CUSTOMER COUNTER, OWNER PROVIDED VENDOR SUPPLIED / G.C. INSTALLED (Z-029> 1 10' CUSTOMER COUNTER. OWNER PROVIDED VENDOR SUPPLIED / G.C. INSTALLED <2-034> 6 DELCO LITE LOBBY CHAIR VENDOR SUPPLIED (Z-012> 0 30 %48" ADA FOUR TOP TABLE VENDOR SUPPLIED (Z-013> 0 30X24" LOW TWO TOP TABLE VENDOR SUPPLIED <2-014) D 36%36 HIGH TOP SQUARE TABLE VENDOR SUPPLIED (Z-015) 0 36'X36 LOW TOP SQUARE TABLE VENDOR SUPPLIED <2-033> 0 DELCO LITE BAR HEIGHT CHAIR VENDOR SUPPLIED <Z-027> 1 TRASH RECEPTACLE VENDOR SUPPLIED / G.C. INSTALLED (Z-018) D 181X48" HIGH LUNCH COUNTER VENDOR SUPPLIED /G.C. INSTALLED 0-019> 0 18"X48" ADA LUNCH COUNTER VENDOR SUPPLIED / G.C. INSTALLED (Z-006> 0 6 WAITING BENCH VENDOR SUPPLIED / G.C. INSTALLED OF ART PANEL VENDOR SUPPLIED AND INSTALLED 0 4(7' LCD TV OWNER FURN / G.C. INSTALLED O 0 STOREFRONT GRAPHIC VENDOR SUPPLIED AND INSTALLED OK UNISEX RESTROOM SIGN @ EMPLOYEE ONLY RR VENDOR SUPPLIED AND INSTALLED OW 0 3 PANEL SUPPLEMENTAL ART VENDOR SUPPLIED / G.C. INSTALLED O D EXTERIOR GRAPHIC ON SUBSTRATE VENDOR SUPPLIED AND INSTALLED SECURITRON, KEYPAD (K-982> (K-982> (K-982> (K-995> OLO-d 606 n L06-d 6L8-N 560-d E00 d 0/0-d 980 d E40- �E6-d Z-034> Z-034 -034 Z-034) -034 ) I CUSTOMER I F-907 K-938 -900 HOLD SAFE 1'-0" FROM WALL REFER. 12/A9.0 I STORAGE (K-920> -926 I COOLER I (K-920> (B-223 rVr rN-207 N-071 K-195, 1 4" oN K-324 S-914 -910 U-902 II® , @BULKHEAD IPREP/COOKI R-400 9 9 1L_I u LJ ANSUL SYSTEM DRY SIC I - LIGHT SWITCH W/ALARM m �TF I DR PU I 909 -900 n K-9 F-9 1 SCULLERY (F-261> B-242 B-265 (P-806> 'K--- 6; 305 B-275 (B-410) BELOW I RESTOOIA FIZCZI Vet) 14Z qUG Co m011 De ve/ pUr ' t **SEE NOTE ON A8.0 FOR WALL GRAPHIC ORDERING PROCEDURE** ,SaB I REGISTERED 1\/ ARCHITECT MERRICK D. LENTZ 1 STATE of WASHINGTON E■ ■■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET O6-16-17 CITY CORRECTIONS *1 A A A n, A CONTRACT DATE BUILDING TYPE. PLAN VERSION. SITE NUMBER. STORE NUMBER. XX.XX.X% FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 .4) Pizzai64r- FS DELCO LITE 013898 EQUIPMENT PLAN & SCHEDULE A2.0 DECOR PACKAGE EQUIPMENT PLAN 1/4"=1'-0" A L 17- 00r9 PLOT DATE'. 05-19-17 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. B - Contractor Building Elements B-242 4 X Foam Soap Dispenser (Wall Mount) Kay Chemical t692021176 Provided Directly by Kay -Chemical B-242 B-252 4 X Sanitizer Dispenser Kay Chemical #92021175 Provided Directly by Kay -Chemical B-252 B-265 1 X Mirror 18" X 36" Bobrick #B-165-1836 Surface MTD B-265 B-275 1 X Toilet Paper Dispenser Bobrick #82890 Surface MTD B-275 B-295 4 X Paper Towel Dispenser Bobrick #B-2620 Surface MTD 8-295 B-300 1 X Grab Bar 1-1/2"Dia X 36" S.S. Fin. Bobrick #86806X36 Surface MTD 0-300 8-305 1 X Grab Bar 1-1/2"Dia X 42" S.S. Fin. Bobrick #86806X42 Surface MTD B-305 B-400 1 X Waste Basket - 32 Gallon Rubbermaid #2632 (Grey) Not Shown in Plan 13-400 B-405 2 X Waste Basket Rubermaid Slim Jim #3541(Grey) Not Shown in Plan B-405 B-410 1 X Sanitary Napkin Disposal -stainless 8obrick#b-270 Surface MTD Stainless St! B-410 B-643 1 X Exacta 3 Compartment Sink/Mop Sink Dispensing System Kay Chemical System Kit 0187 X See Scope of Work 8-643 B-915 2 X Recessed Electrical Panel X See Scope of Work B-915 NO. QTY BY G. C. Item Description MFR. &MODEL Number Plub Elect Gas Remarks NO. Supply Inst. C- Cooking Equipment C-938 1 X Plzza Hut Oven Triple - stainless steel XLT3240 X X W/Start Up, No Split Belt -on middle oven C-931 C-951 1 X Gas Open Fryer Pitco Frialator #PHSSH552FDFSNG X X Existing- to remain C-951 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. E - Exhaust Hoods/Fire Supp. E-930 1 X Oven Hood- Stainless Steel XLT AVI X See Hood Mfr. Drawings E-930 E-931 1 X Oven Hood Backsplash Stainless Stl Captive Aire #B596X8OPHLITE09 X See Hood Mfr. Drawings E-931 E-933 1 X Fryer Hood (Existing) Captive Aire #2830BL X X Existing to remain E-933 E-936 1 X Fryer Hood Backsplash (exisitng) Captive Aire #BSFH Existing to remain E-836 F OVEN SHROUD IS DESIRED FOR XLT OVEN, THE SHROUD MUST BE STAINLESS STEEL. THE -CAST IRON' SHROUD IS NOT APPROVED FOR USE IN DELCO LOCATIONS. NO. QTY BY G. C. Item Description MFR. &MODEL Number Plub Elect Gas Remarks NO. Supply Inst. F-Office/Employee/Music/Misc F-023 1 X MANAGERS STOOL B&B SYSTEMS04060550 F-023 F-043 1 X PH OFFICE COMPUTER X POS PROVIDED F-043 F-070 1 X PH MONITOR -OFFICE X POS PROVIDED F-070 F-085 1 X OFFICE PRINTER/COPIER/FAX/SCANNER X POS PROVIDED F-085 F-095 1 X PH UPS X F-095 F-173 1 SAFE(EXISTING) NKL#BSD2920AAXAPH X F-173 F-179 1 X DRIVER DROP BOXES JR DROP BOX#DD-330 F-179 F-261 1 X EMPLOYEE LOCKERS (IN RESTROOM) F-261 F-270 1 X FIRST AID KIT FRONT UNE SALES #68-UFPC F-270 F-907 4 X WALLTELLEPHONE F-907 F-911 1 X FILE CABINET LOUISVILLE MILL 312PLC PLACE UNDER MANAGERS DESK F-911 F-908 2 TELEPHONE W/COUNTER BASE F-908 F-921 1 X BLACK LICENSE FRAME 20X 30 BLACK FRAME SEE INTERIOR ELEVATIONS FOR LOCATION F-921 F-930 1 X OPS EXPLORER PHONE SYSTEM F-930 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. K - WORKSTATIONS/SHELVING/CARTS K-195 1 X MOP SINK GRID SYSTEM METRO # PHMS024 MOUNT TOP RAIL AT 81" SEE CUTSHEET K-195 K-216 3 X WALL MOUNTED SHELF SYSTEM METRO # PHSS36 K-216 K-324 1 X WI NGSTREET 36" SAUCING STATION (EXISTING) METRO # PHWF36B EXISTING K-324 K-326 1 X WINGSTREET PREP STATION -30"Wx 20"Lx 36"H (EXISTING) METRO # PHWPW30 EXISTING K-326 K-779 1 X CUT TABLE METRO # PHCTSDL K-779 K-830 1 X LIO BIN - BLACK CART CARLISLE LID K-830 K-831 1 X 24" x 36" PAN CART B&B SYSTEMS #04070875 K-831 K-836 1 X WALL MOUNTED QUALITY STATION AND FS BOX SYSTEM METRO # PHWBSS MOUNT AT 81" A.F.F. K-836 K-870 3 X 14" X 24" WIRE WALL SHELF UNIT METRO # WS1424A K-870 K-879 2 X 4' ORDER ENTRY STATION/MANAGERS DESK METRO # PHMW48D K-879 K-886 1 X MARKETABLE OVERSHELF 18" x 96" W/HOOKS & PRINTER METRO # PHMSTS8A MOUNT AT 81" A.F.F. K-886 K-903 1 X UNDERSINK SHELVING UNIT METRO # PHUS1824 K-903 K-906 1 X 18" x 36" X 74" 5-SHELF UNIT METRO # PH111C K-906 k-909 1 X 18"X48" DRIVERS STATION METRO#PHWD48A SEE CUT SHEET K-909 K-912 32 X "5" HOOKS TO CONNECT SHELVING METRO#9995Z K-912 K-916 1 X 24" x 36" x 74" 5-SHELF UNIT METRO # PH112C K-916 K-920 2 X 30x36x74 - 6 SHELF Metro #PH117C K-920 K-921 2 X 30x48x74 - 6 SHELF Metro #PH117E K-921 K-926 4 X DOUGH CART 21" x 30" METRO # PHOC2130B K-926 7-838 3 X BCO TERMINAL METRO#PH2ORDC 7-838 K-941 2 X PREP TABLE METRO # PHPREP3048C K-941 K-963 7 X 18" x 48" x 74" 5-SHELF UNIT METRO # PH111E K-992 K-879 1 X BCO TERMINAL METRO#PHMW48D K-879 K-982 6 X 30" x 60" 5-SHELF UNIT METRO # PH114G K-982 K-983 3 X 30x60x74- 6SHELF Metro #PH117G K-983 K-995 1 X 30" x 36" x 74" 5-SHELF UNIT METRO # PH114C K-995 K-998 5 X 30" x 48" x 74" 5-SHELF UNIT METRO # PH 114E K-998 K- 1 X DRIVER STATION METROPHWD48A SEE CUT SHEET K- NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. L- LIGHTING/SIGNAGE L-150 1 X SECURITY DOOR DANGER SIGN ADVERCO #ADVCUSTOM ORDERS DIRECT FROM YRFS L-150 L-907 1 X HAND WASH SIGN GRAPHICS SYSTEMS, INC. L-907 L-947 1 X MENU MAT TECHNIGRAPHICS,LLC • ORDER GRAPHIC INSERT THROUGH MARKETING' L-947 L-540 3 X PENDANTS L-540 ACCUSERVE ABOVE FRONT COUNTER W/LED L-540 2 X LIGHTS @ REA DOORS WALL -PACK ABOVE BOTH REAR DOORS L-417 X LED DOWN LIGHTERS L-417 LED TROFFERS NIGHT LIGHTS NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. N -SINKS/DISHWASHERS N-062 2 X HAND SINK (KITCHEN) AERO#HSK-SKV X STAINLESS STEEL W/KNEE PEDAL& T&S B2456 FAUCET N-062 N-071 1 X MOP SINK FAUCET& CERAMIC CARTRIDGE T&S#82465 X BY OWNER N-071 N-134 1 X LAVATORY FAUCET W/4" WRIST HANDLES T & S BRASS #B2460 X BY OWNER N-134 N-207 1 X MOP SINK MUSTEE 1163M 24X36 X BY OWNER N-207 N-912 1 X 3-COMP LEFT HAND SINK & FAUCETW/HANDLES AERO #3F3-DC-YUM-LH48 X DISHWASHER ON LEFT END N-912 N-922 1 X LEASED DISHWASHER - AUTO-CHLOR A-4 X X N-922 N-923 6 X SIDE SPLASH AERO#HANDSINKSPLASH X X FIXED TO HAND SINK N-923 N-925 1 X CLEAN RIGHT HAND DISH TABLE AERO#3CDR30 N-925 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. P - FOOD PREPARATION P-806 1 X 2COMPPROOFER MCCALLH4-4002HDYPFS X LHH/RHH(EXISTING) P-804 P-951 1 X PIZZA MAKETABLE 8' FOOT RAN DELL#PH96E3 X X P-951 P-805 2 RETARDER NORLAKE#WR331555/OX X RHH P-805 S-911 1 X HEN NY PENNY HOT - HOLD HHC-900 X FRONTLHH REAR RHH S-911 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. R - REFRIGERATION R-045 2 X 1 DOOR WINGSTREET REFRIG BEV-AIR X EXISTING R-045 R-706 2 X 1 DOOR WINGSTREET FREEZER DELFIELD X EXISTING R-706 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. S - SERVING/PICK-UP 5-457 1 X BAG HOLDER FRANXE #27012968 S-457 5-663 2 X 18" x 36" x 27" UNDER COUNTER SHELF METRO #PHEXPO3 S-663 5-914 2 X TICKET STRIP-36" SANJAMARBCK6536A 5-914 5-927 2 X BEVERAGE COOLER VISICOOLER GDM47 AND 26 X PROVIDED BY LOCAL PEPSI BOTTLER 5-927 5-938 1 X HOT HOLDING HHC-900 X 5-938 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. U - SECURITY/COMM./FIRE PROT./POS U-060 1 EX. X CREDIT CARD IMPRINTER ADDRESSOGRAPH #401002083 X EXISTING SEE SCOPE OF WORK U-060 U-900 1 EX. X BCD- BACK CASH OUT TERMINAL, CASH DRAWER, PRINTER X EXISTING SEE SCOPE OF WORK U-900 U-901 2 EX. X FCD - FRONT CASH OUT TERMINAL, CASH DRAWER, CREDIT CARD SWIPE, PRINTER X EXISTING SEE SCOPE OF WORK U-901 U-902 1 EX. X BOE- BACK ORDER ENTRY TERMINAL X EXISTING SEE SCOPE OF WORK U-902 U-904 4 X LCD MONITOR (CARRYOUT) PLANAR PL1700 X U-904 U-909 1 EX. ALARM SYSTEM PANEL BOSCH B4512 X EXISTING SEE SCOPE OF WORK U-909 U-910 2 EX. X SUS TICKET PRINTER X EXISTING SEE SCOPE OF WORK U-910 U-915 3 EX. MENUBOARD TVS SAMSUNG X MOUNT ON BULKHEAD/PROVIDED BY OWNER U-915 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. W - WALK-IN COOLER/FREEZER W-910 1 X 10'6" x 15'0" WALK-IN COOLER KOLPAK W-910 1 X 9'0" X 5'10" WALK-IN FREEZER NOR -LAKE, INC. #FH092388A NO. QTY BY G. C. Item Description MFR. &MODEL Number Plub Elect Gas Remarks NO. Supply Inst. FRONT CUSTOMER COUNTER Z-029 1 X 10'-0" CUSTOMER COUNTER Counter top Wilsonart: "Hot Stone" 9201-GS front panes) to be Terrama "reclaimed Teak Metro" wire white CF-MI Z-029 1� � Aim 7 0 ALL EQUIPMENT SHOULD ALIGN WITH THE APPROVED STANDARD(S). ANY VARIATION OR ALTERATION SHALL BE APPROVED BY PpLLC. THI 1ZUF /AL IS CONTINGENT ON THE FULL ALIGNMENT. RELOCATED EQUIPMENT SHOULD BE ON THE APPROVED EQUIPMENT STANDARD AND"<E NEW" CONDITION. [vJLCI .r Un;. IREGISTERED ARCHITECT MERRICK D. LENTZ s.nre or WASH ssnon 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A CONTRACT uAI E. XX:XX.XX BUILDING TYPE: FS DELCO UTE PLAN VERSION: 03-15-17 SITE NUMBER: 299663 STORE NUMBER: 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 PA,ZZa O" FS DELCO LITE 013898 EQUIPMENT SCHEDULE A2.1 PLOT DATE: 05-19-17 J P. 1 /4" 12" SLOPE 1/4 12" SLOPE 27� PAUI 1 EXISTING TO REMAIN 1/4" 12' SLOPE Alk 1/4" 12' SLOPE • 41. ROOF PLAN A NOT USED F WATERPROOFING: A. RANI UNDERSIDE OF PARAPET CAP FLASHING WITH FACTORY BONDED PAINT GRIP OR PRIMER. B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS. D. SEE SPECIFICATIONS FOR SEALANT SPECS. E. ALL SHEET MTL FLASHING SHALL BE 24 GA MIN. MISCELLANEOUS. A. NO ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL BE ALLOWED. B. EXHAUST FANS MIN. 10'-0' AWAY FROM ALL AIR INTAKE /SUPPLY. ROOF PLAN NOTES 1O ROOFTOP UNIT. INSTALL PLUMB AND LEVEL. KITCHEN HOOD EXHAUST FAN. SEE SHEET 18/19 A6.0, M2,0, M2.1, M2.2 8 M2.3 O RESTROOM EXHAUST. O THIS NUMBER NOT USED CD MAINTAIN MFRS ROOFTOP UNIT MAINT CLEARANCE. CD OUTSIDE AIR INTAKE FOR ROOFTOP UNIT. MAINTAIN MIN 10'-0" SEPARATION FROM PLUMBING VENTS, FLUES AND BUILDING EXHAUST. CD POWER / GAS / CONDENSATE ENTRY UNDER HVAC UNIT (PER HVAC MFR. SPECS.) REFER TO MECH. AND PLUMB DWGS. UTILITY ACCESS FROM WITHIN CURB - NO ROOF PENETRATIONS. DO NOT RUN ON ROOF SURFACE. CD WALK-IN COOLER / FREEZER CONDENSERS ON ROOF. SEE DETAIL 20/A5.0 AND 5/P3.0. CD IF USED- RECOMMENDED LOCATION OF SKID MOUNTED SATELLITE DISH (PROVIDED BY VENDOR)SEE DETAIL 16/A6.0 FOR WIRE ROUTING. © 5"X5" PRE -FINISHED MTL. GUTTER. SEE EXTERIOR ELEVATION SHEET A4.1. 21 SEE SCOPE OF WORK FOR WALL SIGNAGE, O7 FRYER HOOD EXHAUST FAN WITH ROOF CURB BY MECHANICAL CONTRACTOR. SEE CD DURAGUARD CORNER/JOINT. TYPICAL. REFER TO DETAIL 2/A5.1. SHEET M2.1 O 5" X 5" PRE -FINISHED MTL DOWNSPOUT. SEE EXTERIOR ELEVATION SHEET A4.1. O ROOF CRICKET. CD PRE -FINISHED (BLACK) DURO-GUARD METAL COMPRESSION SYSTEM. SEE DETAILS 3/A6,1 AND 4/A6.1. 11 TRANSITION BETWEEN PARAPETS TYPES / HEIGHTS. SEE 5/A6.0. (SIM) CD WASTE VENT THROUGH ROOF. SEE 12/A5.0 FOR FLASHING ASSEMBLY. CD THIS NUMBER NOT USED 14 DUROLAST ROOFING SYSTEM, INSTALL PER MANUFACTURERS RECOMMENDATIONS. 15 HVAC ROOF CURB. SEE DETAIL 14/A6.0. i6 24x36 WALK MATS. SEE ROOF SPECS. CD METAL LOUVERS FOR TOWER VENTING. SEE DETAIL 6/A6.0. CD EXISTING ROOF LADDER TO REMAIN. CD CANOPY PROVIDED AND INSTALLED BY OTHERS CD DESIGNATED 10' CLEAR SERVICE AREA. CD MAKE UP AIR UNIT, INSTALL PLUMB AND LEVEL. RS 14?41I Dcor, ve/ p ay ment KEY NOTES +S,e I REGISTERED 1\/ ARCHITECT MERRICK D. LENT2 1 STALE OF WASHINGTON ■ ■ ■ ■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A CONTRACT DATE- XX XX.XX BUILDING TYPE FS DELCO LITE PLAN VERSION'. 03-15-17 SITE NUMBER 299663 STORE NUMBER: 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 ROOF PLAN A3.O �.!7.-o0c4 PLOT DATE'. 05-19-17 2T.0 6 O. PLATE 90 T.O. PLATE ®® 1 6'-8" DEI —SIGNAGE TO BE CENTERE ON WOOD BACKGRO JND 2 12-9' (NEED TO VER TO. PLATE .oTOQ .. SLAB LINE OF N ROOF W 00 L Mao 2.3 4 Om 1 4 EXTERIOR SIGNAGE, INCLUDING TENANT PANELS, TO BE PH ILLUMINATED SIGN PER THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. PRIOR TO SIGNAGE ORDER, SUBMIT SIGNAGE CUT SHEET OR PHOTO FOR FINAL APPROVAL. THIS APPROVAL IS CONTINGENT ON FOLLOW UP CUT SHEET SUBMITTAL. 410 I I I I I I I I I I REMOVE EXISTING DOWNSPOLT 2.4 r r=1 L I I EXISTING IYL ELEC TO —fT BE IEMOVED I II I LINE OF ROOF 4 O i i DEO EXISTING ELECTRICAL - SWITCHGEAR TO BE REMOVED AND REPLACED 4 A6 FRONT ELEVATION 1/4,1'-0" RIGHT SIDE ELEVATION 1/4"=1'-D NOTE SIGNAGE VENDOR TO PROVIDE TRANSFORMERS TO GC PRIOR TO INTERIOR DRYWALLING. GC TO STUB OUT ELECTRICAL PER LOCATIONS SHOWN. ROUTE ALL CONDUIT IN THE EXTERIOR WALL. NO CONDUIT IS TO PENETRATE THE ROOF. SIGNAGE CONDUIT AS REQUIRED SIGNAGE DETAIL NTS J NOT USED 1-1/z' - I'-0" F SYMBOL MANUFACTURER COLOR REMARKS 1❑ PRE -FINISHED METAL MATTE BLACK AWNEX TREY HERNDON 770-704-7140,013 1.2 IDENTITY WOOD PRODUCTS EXTRA MUSHROOM 1/2" REVEAL 2.2 SHERWIN WILLIAMS FOOTHILLS #SW7514 2.3 SHERWIN WILLIAMS TRICORN BLACK #SW6528 2.4 SHERWIN WILLIAMS MACADA,OA # SW 6142 3.1 DMI BRITE RED STANDING SEAM SIDING, 2' LOCK & 16" WIDTH 3.2 DURO-GUARD CROSSVILLE PORCELAIN STONE CLEAR ANODIZED BASALT #AV225 (12' X24'j PARAPET CAP &GUTTERS PATTERN: HORIZONTAL STACKED BOND W/ 1/16' SPACING GROUT CUSTOM BUILDING PRODUCTS #60 CHARCOAL 4.1 TONI HALE 01 931-456-3997 MISCELLANEOUS A. SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS. SEALERS (REFER TO SPECS), A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. GENERAL NOTES: SEE SHEET A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS. SEE SHEET A1.1 "FINISH SCHEDULES" FOR PAINT SPECS. HATCHED OBJECTS INDICATE VENDOR SUPPLIED ITEMS. SEE SCOPE OF WORK. ® SEE SIGNAGE & AWNING SCHEDULE. SEE SHEET A1.1 FOR FINISH SCHEDULE. 0 QTY. ITEM REMARKS 0 1 LARGE SWIRL SCLHB-27 ® 1 PIZZA HUT SIGN SCLHB-27 ® 0 MEDIUM SWIRL CABINET 0 0 'WELCOME" SIGN ® PANAFLEX AWNING PROVIDED BY EVERBRIGHT ® 0 "PICKUP SIGN SIGNAGE & AWNING SCHEDULE D O WOOD SIDING, SHIPLAP W/ 1/2" REVEAL. PORCELAIN TILE. STACKED BOND PATTERN O PRE -FINISHED (CLEAR ANODIZED) DURO-GUARD METAL COMPRESSION SYSTEM. SEE DETAILS 3/A6.1 AND 4/A6.1. O STANDING SEAM METAL SIDING SO 5"X5" PRE -FINISHED MTL GUTTER. COLOR' CLEAR ANODIZED ® WALL LIGHTING, SEE SHEET E3.0 & DETAIL 9/A6.1. O HM DOOR AND FRAME O HOSE BIB - REFER TO DETAIL 19/A6.1 & SHEET P2.0. 9O WINDOW SILL/FLASHING, SEE DETAIL 2 & 3/A6.0. 10 RTU LOCATION BEYOND CD SIGNAGE, REF. DETAIL J/A4.0 AND SCOPE OF WORK (UNDER SEPARATE PERMIT) CD WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR. PAINT MATTE BLACK CD INDICATES ROOF BEYOND. CID AWNING. PROVIDED & INSTALLED BY SIGN VENDOR. 15 GAS METER. DO NOT PAINT METER. NOT USED CD ALL OUTSIDE CORNERS AT PORCELAIN TILE TO RECEIVE (SCHLUTER OUADEC, ANTIQUE BRONZE.) 17 STREET NUMBERS, STORE HOURS, SECURITY DECALS -PROVIDED BY BIG IMAGE GRAPHICS AND INSTALLED BY G.C. CD METAL CANOPY FURNISHED & INSTALLED BY VENDOR. GC TO COORDINATE BLOCKING AS REQUIRED 19 20 21 22 23 BREAK METAL TO MATCH STOREFRONT PRE -FINISHED MTL DOWNSPOUTS , EXTEND TOWARDS GROUND OR SIDEWALK WITH LAST 6" AT 45". CONNECT DOWNSPOUTS WITH STORM DRAIN IF REQUIRED BY CITY. REFER CIVIL DRAWINGS. COLOR'. CLEAR ANODIZED EXISTING ROOF LADDER TO REMAIN. PROVIDE OPENING IN PARAPET WALL FOR ACCESS TO ROOF FROM LADDER STUCCO-JAMES HARDIE STUCCO PAINT EXISTING CMU CEi VET? AU6 .I4 2011 Deoo Ameny IREGISTERED ARCHITECT MERRICK D. LENTZ 1 STATE of WASwNGTON 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A A CONTRACT DATE BUILDING TYPE PLAN VERSION' SITE NUMBER. STORE NUMBER: 00 XX.XX FS DELCO UTE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA. WA 98168 0 Pizza Ike FS DELCO LITE 013898 EXTERIOR ELEVATIONS A4.O EXTERIOR FINISH SCHEDULE G GENERAL NOTES KEY NOTES C PLOT DATE: 05-19-17 J ▪ 19.O. '-0' TPLATE ▪ 17-6" T.O. PLATE DOWNSPOUT 41, 11 -9" (NEED TO VERIF` ) T,O. PLATE ®® EEI 431 Ct• 2.4 7 4131 LINE 0 ROOF M® = NEW O of FLASHIN BE: G TO M® con N NEW DOOR LOCATION LEFT SIDE ELEVATION 1/41-1,01 D L I 1 I I I I I I 1 1 I 1 1 1 1 1 111 111 1 1 1 1 1 1I1 1 1 1 1 1 11111111111111 I 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 11 1 1 1 1 I 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 11 III 1 11 11 1 1 1 1 1 II 1 I 111111 1 1 1 1 1 11 1111111111I1I1I1111111111111I1I11 11111111 1 111111111 111111F1Z23�111111111111I1I11111111111I1111111111111IIIII 1111111111111111111IIIIII1 111111111111111111111I1111111111111111 1 1111111 111111111 11111 1111111111111I11J111111111111111111111 J11111111111111111111111 1111I11111I1I1II11111111111 111111111111 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 11 11 1 1 1 1 11 1 1 I 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 I 1 11II111111111111111111II1II1111111111111I111111111111111111111111 11 1I 111 1 1 1 11111 11111 III III 111 111 1 1 1 1 1 1 1 1 11 1 1 1 I 1 T.O. PLATE 12'-9" (NEED TO VERIFY) T.O. PLATE 9'" T.O. SLAB RECE/VE AUG l � 42017 veve Pmen REAR ELEVATION 1/4"=1'-n' C REGISTE 1\/ ARCHITECTRED MERRICK D. LENT2 STNTE OF WASHINGTON I, I, .. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET DATE DESCRIPTION A A A A A A A CONTRACT DATE XX.XX.XX BUILDING TVPE'. FS DELCO UTE PLAN VERSION. 03-15-17 SITE NUMBER' 299663 STORE NUMBER. 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUIOMLA, WA 98168 Plzzat y - FS DELCO LITE 013898 EXTERIOR ELEVATIONS A4.1 I PLOT DATE. 05-19-17 TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD''° CLIMATE ZONE 5 AND MARINE 4 All Other Group R Roofs Insulation entirely above deck R-35ci R-38ci Metal building," R-25 F R-I 1 LS R-2i R-11 LS Attic and other R-49 R49 Wage, .Move Grade Mass R-9.5' ci R-13.3ci Metal building R-196 R-19ci Steel framed R-13 - R-I0ci R-19: R-R.Sci Wood formed and other R-2! int R-21 int Walls, Below Grade Below-gmde.vnlft Sync as above guide Same as above grade Floors Mass' R-30ci R-30ci loisol'mming R-30' R-30' Slab -on -Grade Floors Unheated slabs R-IO for 24. below R-I0 for 24" below Heated slabs R-ID perimeter& under entire slab R-10 perimeter& under entire slab Opaque Doors Nunssvinging I R4.75 I R4.75 I'm 51 I ash 7.54 min ei • r ,antismtn tmulatim, 51 ' So minimiser. I a. Assembly di,c.ip ion: can he found in (Raptor 2 and Appcndie A. h. Where using R- aloe compliance mei had. a themal spattr block shall he provided, otherwise one the ('-fannr compliance method in Tolle C'402.IA, Fseepnon, Imegml i i:mimed cmame hank smile complying with ARTM Cql want nil core. filled and mining beta of the r Ix,wmg. 1. At least 5upctcem of corm mot be 611ed with vermiculite m equivalent nil msrtimion; and 2. Tin' building thermal envelope endows one or mom of the following wan: Warehouse t storage and remill.gymnasium, auditorium, church chapel, item, kennel m:anttfeetunng plane, indoor smmung pool. pump St11111111. end wage w-eter ran facility.. mirage facility, mrageaoa, vehicle" oe fiw'ili,y. What nddilitnnl ,ie �t limed ameba tali,. wIml. cm.lam containedsit bin the hni Mine. the «tmor walls that endow thew meals may of utilirc this csccpttnn and mum comply with the appropriate mass wall 6-value 0eni Table C433.1,3'LLf nor from 'rabic C4112.1.4. l.nrcr.yoe EL. +19'-0" TOP OF PLATE PRIOR TO SHEATHING, INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT h EL. VARIES B.O. ROOF DECK 2x6 CONT. PLATES r EL, VARIES B.O. ROOF FRAMING 2X6 WOOD STUDS R-19 BATT INSULATION PLYWOOD SHEATHING DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER 1/2" EXT, GRADE PLYWOOQ. RIGID INSUL. ). ER 5/8` EXT. GRADE P " •OD ROOF SHEATHING oI . 3• RE. STRUCTURAL DRAWINGS -EL. +10'-0" B.O. CEILING 2x6 WD BLOCKING AT CLG, (tYP.) HARDIE PANEL SYSTEM AIR & MOISTURE BARRIER ON PLYWD. SHEATHING EXPANSION FILLER -0" TOP OF SLAB EXISTING FOOTING/SLAB SLOPE GRADE FROM BUILDING ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES CEILIO SCHE G AS ULED COORDINATE REAR WALL PLATE HEIGHT WITH ROOF INSULATION THICKNESS. 5"X5" PREFINISHED MTL GUTTER ▪ EL. d/-12'-11" T.O. PLATE ▪ EL. +12'-5" B.O. ROOF DECK EXISTING CMU BLOCK WALL 2X6 WOOD STUDS R-19 BATT INSULATION PLYWOOD SHEATHING RE. STRUCTURAL DRAWINGS 2x6 WD BLOCKING AT CLG. (TYP,) PREFINISHED MTL DOWNSPOUT BEYOND PREMANUF. WALK-IN COOLER UNIT. SEE SCOPE OF WORK. EXISTING FRAMED WALL NEW CONCRETE FLOOR LEVEL TO MATCH FRONT OF HOUSE TO L. Pa '-0" OF SLAB SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS SLOPE GR DURO-LAST SINGLE PLY ROOFING MEMBRANA RIGID INSUL`i 5/8" EXT. GRA DROPPED T-BAR GRID CLG. PER RCP & DETAILS 57 +10'-O" A.F.F. FREEZER WALLS & CEILING BY OTHERS 2" AIR GAP WALK-IN FREEZER J OVER LYWOOD ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND ROFILES 41/614 201I Corn +5<e I 1 REGISTERED \/ ARCHITECT MERRICK D. LENTZ 1 STn1E OF WASHINGTON E■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS#1 A A A A A CONTRACT DATE'. BUILDING TYPE. PLAN VERSION: SITE NUMBER'. STORE NUMBER XX.XX,XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 Piz_zafl.41- FS DELCO LITE 013898 WALL SECTIONS A5.O L/7-q PLOT DATE'. 05-19-17 EL. a 0" TOP OF PLATE WOOD SIDING AIR 8 MOISTURE BARRIER ON PLYWD. SHEATHING 256 WOOD STUDS ,EL. VARIES B.O. ROOF DECK 2x6 BLOCKING R-21 BATT INSULATION DURO-LAST SINGLE PLY ROOFING MEMBRANE 1/4". 12' SLOPE DURO-LAST SINGLE PLY ROOFING MEMBRANE RIGID INSUL. (R-38) OVER 5/8" EXT. GRADE PLYWOOD ROOF SHEATHING PLYWOOD SHEATHING RE. STRUCTURAL DRAWINGS PRIOR TO SHEATHING, INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT. , EL. ' 10'-0" B.O. CEILING B.O. HEADER 8 CANOPY CANOPY BY OTHERS REFER STRUCTURAL DRAWINGS STOREFRONT SYSTEM AS SCHEDULED PRE -MOLDED EXPANSION JOINTS ,. 0'-0 TOP OF SLAB SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES CEILIN AS SCHE ULED 8' G SUM EL. r 19'-0• 1l TOP OF PLATE WOOD SIDING AIR 8 MOISTURE BARRIER ON PLYWD. SHEATHING 2X6 WOOD STUDS in EL. VARIES B.O. ROOF DECK 2x6 BLOCKING R-19 BATT INSULATION PLYWOOD SHEATHING RE. STRUCTURAL DRAWINGS PRIOR TO SHEATHING INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT. V B.O. CEILING EL +-9'-0. B.O. HEADER 8 CANOPY CANOPY BY OTHERS REFER STRUCTURAL DRAWINGS STOREFRONT SYSTEM AS SCHEDULED ENTRY DOOR AS SG9tOULED PRE -MOLDED EXPANSION JOINTS EL. 0'O-0" TOP F SLAB SEE STRUCT. DWGS FOR FOUNDATION AND SLAB DETAILS DURO-LAST SINGLE PLY ROOFING MEMBRANE 1/4 12" SLOPE DURO-LAST SINGLE PLY ROOFING MEMBRANE RIGID INSUL. (R-38) OVER 5/8' EXT. GRADE PLYWOOD ROOF SHEATHING C)t1 ROOF FRAMING REFER TO STRUCT DWGS. FOR SIZES, LOCATIONS AND PROFILES CEILIN SCHEC 3AS ULED NOTE PER IEBC SECTION 908 ENERGY CONSERVATION 908.1 MINIMUM REQUIREMENTS. LEVEL 3 ALTERATION TO EXISTING BUILDINGS OR STRUCTURES ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTER NATIONAL RESIDENTIAL CODE. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE INTERNATIONAL CODE OR INTERNATIONAL RESIDENTIAL CODE AS THEY RELATE TO NEW CONSTRICTION ONLY. PER WASHINGTON STATE AMENDMENTS LEVEL 3 ALTERATION TO AN EXISTING SRUCTURE SHALL COMPLY WITH WSEC Chapter 51-11C WAC PER WSEC SECTION C503 ALTERATIONS 0503.1 GENERAL. EXCEPTION 3. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MINIMUM NOMINAL VALUE OF R-3.0 PER INCH INSTALLED PER SECTION C402. ALL NEW COMPONENTS ARE TO COMPLY WITH CURRENT WSEC REQUIREMENTS OF TABLE 402.1.3 - SEE SHEET A5.0 COORDINATE REAR WALL PLATE HEIGHT WITH ROOF INSULATION THICKNESS. PREFINISHED MTL GUTTER DiLEL t./-12'-11" (VERIFYW/ENGINEERING) T.O. PLATE EL. */-12'-5" VERIFY WITH ENGINEERING B.O. ROOF DECK WOOD SIDING DURO-LAST SINGLE PLY ROOFING MEMBRANE — RIGID INSUL. (R-38) OVER 5/8" EXT. GRADE PLYWOOD ROOF SHEATHING SLOPE R-21 BATT INSULATION AIR 8 MOISTURE BARRIER ON PLYWD. SHEATHING REFER TO STRUCTURAL DRAWINGS FOR HEADER INFORMATION ,EL. t-8'-0' B.O. CEILING EL. -+7'-2' B.O. HEADER AWNING MY SIGN VENDOR SERVICE DOOR AS SCHEDULED PREFINISHED MTL DOWNSPOUT BEYOND T.O. EIFS BAND BEYOND PRE -MOLDED EXPANSION JOINT EL. 0'-0" TOP OF SLAB CONCRETE SIDEWALK TO BE SLOPED AWAY FROM BUILDING SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS ROOF FRAMING REFER TO STRUCT DWGS. FOR SIZES, LOCATIONS AND PROFILES 5' /CEILING AS 1 SCHEDULED LifP- Oco ?Qj, cy nit +5'9 I REGISTERED 1\l ARCHITECT MERRICK D. LENTZ 1 STRTE OF WASHINGTON NW EN 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET 66-16-17 CITY CORRECTIONS M1 A A A A A CONTRACT DATE. XX.XX.XX BUILDING TYPE: FS DELCO LITE PLAN VERSION: 03-15-17 SITE NUMBER: 299663 STORE NUMBER. 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 P%Z" 144t" FS DELCO LITE 013898 WALL SECTIONS A5.1 WALL SECTION AT TOWER 3/4" _ 1'-0" D WALL SECTION AT STOREFRONT/ENTRY DOOR WALL SECTION AT SERVICE DOOR 3/4" = 1-0" F PLOT DATE'. 05-19-17 r iiEL.-20'-6' "TOP OF PLATE (2) 2x6 CONT. TOP PLATES PRIOR TO SHEATHING INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT 2x6 CONT. PLATES /EL. VARIES B.O. ROOF DECK EL. VARIES B.O. ROOF FRAMING R-19 BATT INSULATION EL. +10'-0" B.O. CEILING 2x6 WD BLOCKING AT CLG. (TYP.) 2X6 WOOD STUDS PLYWOOD SHEATHING RE, STRUCTURAL DRAWINGS AIR 8 MOISTURE BARRIER ON PLYWD. SHEATHING 1/2' CEMENT BOARD SHEATHING WATER PROOF MEMBRANE OVER CEMENT BOARD SHEATHING PORCELAIN TILE EL. 0' -0" TOP OF SLAB SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER 1/2" EXT. GRADE PLYWOOD. RIGID INSUL.I EXT. GRADE PL SHEATHING 381(OVER 5/9" ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES 1 CEILING AS SCHEDULED OD ROOF 1 VE. AUG 14 2017 Com Deyelp��ty I REGISTERED 1\l ARCHITECT MERRICK D. LENTZ 1 214TE OF WASHINGTON NE E■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET Q6-16-17 CITY CORRECTIONS #1 A A A A A CONTRACT DATE XX.XX.XX BUILDING TYPE. PS DELCO UTE PLAN VERSION: 03-15-17 SITE NUMBER. 299663 STORE NUMBER. 013898 PIZZA HUT 14638 TUKWLA INTL. BLVD. TUKWILA, WA 98168 0 Piz � Ade- FS DELCO LITE 013898 WALL SECTIONS A5.2 NOT USED 3/4" =1'-9" NOT USED 3/4' _ 1 0' WALL SECTION AT TOWER 3/4' =1'-0" G L/ l— GilSil PLOT DATE: 05-19-17 • WOOD SIDING 21e BLOCKING GALVANIZED LAG SCREW EXTERIOR SHEATHING ROOF LADDER ATTACHMENT 3" =1'-0° 17 SCHEDULE ROOF DECK and ROOF OPENING SUPPORT STANDARD CURB BASE, FASTEN PER MFRS RECOMMENDATIONS ELECTRICAL CONDUIT GALVANIZED NAILS @ 6' O.C. SCREW THRU NEOPRENE WASHER 3 PER SIDE PREFABRICATED CUSTOM CURB FLASHING (2) TAPERED 2x12 WD CURB OVER 2x SECURED TO DECK ROOFING MATERIAL NOTE. EXHAUST FAN SHALL BE LEVEL WITHIN 1/8" OVER WIDTH OF CURB EXHAUST FAN CURB 18 SCHEDULE ROOF DECK and ROOF OPENING SUPPORT KITCHEN HOOD EXHAUST FAN HINGED BASE FOR SERVICING/ CLEANING. SEAL WITH APPROVED MATERIAL PRE -FABRICATED VENTILATED CURB /- EXTENSION NEMA 3R FUSED DISCONNECT, MOUNT TO HINGED BASE, SEE ELEC. SHEET METAL COUNTER FLASHING - WRAPS TOP & OUTSIDE OF CURB, , EXTENDING OVER BASE FLASHING PREFABRICATED GALV, STEEL CURB W/ INSULATION NOTE: EXHAUST FAN SHALL BE LEVEL WITHIN 1/8" OVER WIDTH OF CURB DUCT WRAP - SEE MECHANICAL MIN, 16 GA. WELDED DUCT EXHAUST FAN CURB N.T.S. 19 MIN, 24 GA G.I. CAP FLASHING SECURE WI SCREW THRU STEEL/EPDM WASHER AS NEEDED FOR PROPER SECUREMENT (4 SIDES) 2x6 @ 16'0.C. 5/8" COX PLYWOOD CAP SHEET OVER TOP OF SLEEPER EXTEND DOWN SIDES BY 2" (2)2x12, RIP FOR LEVEL PLATFORM BASE FLASHING ROOFING MATERIAL SCHEDULE ROOF DECK and ROOF OPENING SUPPORT NOTE' SET SUPPORTS ON SOLID NON -RIBBED NEOPRENE, AND SECURE LAG BOLTS THROIIGH STFFI/NFOPRENF WASHER SLEEPER SUPPORT 1-1/2"=1'-0' 20 NOTE SEE FLOOR FINISH PLAN FOR FLOOR FINISHES HOLLOW METAL DOOR - SEE DOOR SCHEDULE PRE -MOLDED EXPANSION JOINT ADA COMPLIANT ALUMINUM THRESHOLD- SET IN SEALANT FINISH FLOOR OVER CONCRETE SLAB SERVICE DOOR SILL 3" -1'-0" 13 a 0 HVAC UNIT UNIT COUNTERFLASHING W/ NEOPRENE PERIMETER GASKET 1" HEAD NAILS AT 6' O.C. KNOCK -DOWN FLAT METAL CURB - SEE SCOPE OF WORK 5/8" PLYWOOD SECURED TO CURB CURB FLASHING TAPERED SLEEPER TO LEVEL CURB ROOFING MATERIAL OVER RIGID INSULATION SCHEDULE ROOF DECK and ROOF OPENING SUPPORT NOTE'. RTU SHALL BE LEVEL WITHIN 1/8" OVER LENGTH OF EQUIPMENT HVAC CURB 3"=1',0' 14 NOT USED 3"-1'-0" 15 FILL AREA AROUND PIPING W/ FOAM INSULATION TO SEAL SPACES MULTI PIPE GROUPING - PIPE SLOPING DOWN AWAY FROM SHROUD MIN. 24 GA. G.I. PIPE ENCLOSURE COVER 1" HEAD NAIL @ 6' O.C. SCREW THRU NEOPRENE WASHER 3 PER SIDE (2) 2x12 WD CURB OVER 2x SECURED TO DECK BASE FLASHING ROOF MEMBRANE MULTIPLE PIPE FLASHING 11/2'=1-0" 16 ANODIZED ALUM. WINDOW FRAME - ALIGN FRAME WITH FACE OF SLAB SILL RECEPTOR W/ SHIM 1/4" SETTING BED SIDEWALK SLOPE O EXPANSION FILLER Q 4 d SILL @ FULL HEIGHT OPENINGS 3 1'-0" 9 5X5 STEEL COLUMN - SEE STRUCTURAL BLOCKING AS REQUIRED BREAK METAL COLUMN COVER BREAK METAL TO MATCH STOREFRONT BACKER ROD 8 SEALANT, TIP. WINDOW FRAME - SEE SHEET A1.1 � �r- NOT USED N.T.S. 10 lifilinil BATT INSULATION rR-30 HEADER - SEE STRUCTURAL IIIEXTERIOR Ill GRADE PLYWOOD SUBSTRATE A1.0 111 - SEE SHEET SEALANT 8 BACKER ROD A II.MalIII „(c, ALUM. FLASHING TO MATCH ALUM. WINDOW. EXTEND 2" MIN. BEHIND SIDING. S.S. CORNER TRIM SECURITYU .i.Ul .ALIGOOR FRAMESEE I SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING SERVICE DOOR HEAD/JAMB 3"=1'0" 11 / TYPICAL VENT PIPE S.S. BAND POSITIONED TOP FROM OF STACKFLASHING Z 5 m \ lF DURO-LAST PRE -FABRICATED VENT STACK FLASHING DURO-LAST ROOFING MATERIAL OVER RIGID INSULATION SCHEDULE ROOF DECK and ROOF OPENING SUPPORT \ 2x SOLID BLOCKING STACKED W/ DRILLED HOLE FOR PIPE PENETRATION SEALED PIPE FLASHING 3"-1'0" 12 PORCELAIN TILE OVER CEMENT BOARD FLASHING TAPE 1 /2" GAP ALONG SIDES WITH BACKER ROD 8 SEALANT MIN. 24 GA G.I., SECURED W/ APPROPRIATE FASTENERS - SOLDER ALL JOINTS AND SEAMS 3/8"0 x 2 1/2' LAG BOLT WITH FLAT WASHER W.) LADDER BRACKET BENT BAR 4" x 3/8" x 1'-0" WELD TO UPRIGHT AT MAX 24. O.C. VERTICAL SPACING 1"0 LADDER RUNGS AT 1'-0" O.C. VERTICAL SPACING 1" GALV. BAR GRATING LADDER PLATFORM TOP LANDING cI 4"x3/8:DER FRAME 5" GUTTER ‘, I11" yI COPING TO TRANSITION N.T.S. 5 NOT USED 3"=1'-0" 6 NOT USED 3"=1'-0" 7 NOT USED 3"=1'-0" 8 ROOF LADDER 1" - 1-o 1 NOT USED 3"=1'-0" 2 NOT USED 3.- 1..a. 3 DURO-GUARD METAL COMPRESSION SYSTEM EL * 0" TOP OF WOOD FRAMING DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER (5)" PLYWOOD SHEATHING (2) 2X CONTINOUS WOOD PLATES WOOD FRAMING RE. STRUCTURAL DRAWINGS REGISTERED 1\/ ARCHITECT MERRICK D. LENR STATE OF WASHINGTON .. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET DATE DESCRIPTI( A A A A A A A A CONTRACT DATE' BUILDING TYPE, PLAN VERSION'. SITE NUMBER'. STORE NUMBER. XX.XX.% FS DELCO UT 03-15-1 2996E 01389 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 0 Pizza f;�, ' FS DELCO LITE 013898 EXTERIOR CONSTRUCTIO DETAILS la - Oar' as.o 4 PLOT DATE OS-19- TOWER PARAPET 3" =1'-0" I 1- T-0" T.O.RAIL r ,T.O. PLATE 7" MIN. CLR. O8-0" B.O. LADDER LADDER UPRIGHTS BAR 4" x 3/8" SPACED 1'-6 APART T.G. LADDER RUNG TO BE LEVEL WITH PLATFORM 4" x 3/8" HORIZ. GALV. BAR GRADING LADDER PLATFORM TOP LANDING 2" x 2" x 1/4" GALV. ANGLE FASTENED TO 3/8" HORIZ. 3/8"0 x 9" LAG BOLT WITH FLAT WASHER (TYP.) 1"0 LADDER RUNGS AT 1'-0" O.C. VERTICAL SPACING LADDER BRACKETS'. BENT BAR 4"x 3/8" x 1'-0". WELD TO UPRIGHTS AT MAX 24' O.C. VERTICALE SPACING 3/8"0 X 2 1/2" LAG BOLT WITH FLAT WASHER (TYP.) REF. DTL. 17/A6.0 2 X 6 BLOCKING ROOF LADDER 1" =1'-6" 16 TILE OR WOOD SIDING 2x STRUCTURE EXTERIOR GRADE PLYWOOD SEE A1.0 FOR INTERIOR WALL SUBSTRATE MATERIAL BACKER ROD ALL AROUND BOX RECESSED HOSE BIB BOX. SEE PLUMBING FOR SPEC. WALL CLAMP FILL VOID WITH SELF EXPANDING FOAM AFTER BOX IS INSTALLED SET BQX IN SEALANT BEAD, OMIT SEALANT ALONG BOTTOM EDGE HOSE BIB N.T.S. 19 NOT USED 20 NOT USED 13 1/2' PLYWOOD SHEATHING 1/2" CEMENT BOARD PORCELAIN TILE EL. 0'-0" TOP OF SLAB FLASHING PRE -MOLDED EXPANSION JOINTS as SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS TOWER BASE 3" z 14 SUBSTRATE - SEE SHEET A1,0 PLYWOOD SHEATHING WOOD SIDING BATT INSULATION (R-19) 4JT.0. SLAB FLASHING SILL PLATE .ANCHOR DOLTS CONCRETE SLAB BASE AND TILE AS SCHEDULED EXTERIOR @ T.O. SLAB 3" =1'-0" 15 NOT USED 16 NOT USED 9 NOT USED 13 NOT USED 3" =1'-0" 11 1/2" CEMENT BOARD PLYWOOD SHEATHING SUBSTRATE - SEE SHEET A1.0 BATT INSULATION (R-19) 5/8" CEMENT BD. FLASHING .EL. 0'-0" T.G. SLAB WEATHER PROOF PLYWOOD SILL PLATE ANCHOR BOLTS CONCRETE SLAB BASE AND TILE AS SCHEDULED EXTERIOR @ T.O. SLAB 12 1 1.1 Fro p)ii /l I ::::::::::::T:::Tu % ii/'_'_'�� ` BACKER ROD 8. SEALANT J ANODIZED ALUMINUM FRAME SEE WINDOW SCHEDULE. IIIJI ALIGN FRAME WITH FACE OF SHEATHING STOREFRONT HEADER N.T.S. 5 Y GYP. BOARD BEYOND (AT HEAD) EXTERIOR --uvL{—}- DINING ANODIZED ALUMINUM FRAME SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING ANODIZED ALUMINUM DOOR - DOOR SCHEDULE - SEE Y ENTRY DOOR HEAD/JAMB 3' -1'-0' 6 IP NOTE' SEE FLOOR FINISH PLAN FOR FLOOR FINISHES ANODIZED ALUMINUM DOOR - SEE DOOR SCHEDULE PRE 5 MOLDED EXPANSION JOINT AB.0 l ��, I.I.'.i. ADA COMPLIANT ALUMINUM THRESHOLD - SET IN SEALANT FINISH FLOOR OVER CONCRETE SLAB <, ..." a ENTRY DOOR SILL 3" = 1'-0. 7 DURO-GUARD WELD METAL COMPRESSION SYSTEM ' j FIBER CANT "DURO-LAST' ROOFING MEMBRANE OVER 1/2"PLYWOOD SHEATHING (2) 2x6 TOP PLATE, ' WOOD SIDING OVER 1/2" PLYWOOD SHEATHING MOISTURE BARRIER �I 2x6 WOOD FRAMING I@ 16 0.C. PARAPET CAP N T.5 3 NOT USED 1 alep a Gravel Stop/Drip Duro-Last fasteners Fastening 8-inches on center m� "` 1 ( Step #2 Welding skirts Field weld Duro-Last - _ Step #3 Caulk - Install clips Joint dip Note: Do not cut the start from either the edging i Edge Corner Install corner'Irr;V first then sections f Drip Erige. One inch gap. Factory weld One inch gap Field weld tabs Duro-Last sealant on one side of clip or the corner. DURO•GUARD CORNERS/JOINTS N.T.S. 2 filEcE I ?81420i? D�V 91 p 71n NOT USED 3 FASTEN FLASHING AS COORDINATE REAR PLATE HEIGHT WITH RECOMMENDED BY MFR. ROOF INSULATION THICKNESS SEAMLESS ALUM DOWNSPOUT FLASH BACKSIDE TO ROOFING v T.G. PLATE11 C EL. .tR B.O. ROOF12'-5F DECK 20 GAUGE STAINLESS STEEL PERFORATED CONTINUOUS SCREEN 22 GAUGE CONTINUOUS GALVANIZED STEEL GUTTER, PREFINISHED COLOR'. BLACK ei.I ?alb _ _ % '/ =���/ It / - ' pas'4f PARAPET CAP N.T.S. 4 F IREGISTERED ARCHITECT MERRICK D. LENTZ 1 STATE OF WASHINGTON .. .. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTI A A A A CONTRACT DATE BUILDING TYPE. PLAN VERSION. SITE NUMBER. STORE NUMBER XH.XX„ FS DELCO U 03-15- 2996 0138 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 P%Z;>4uy FS DELCO LITE 013898 EXTERIOR CONST. DETAILS A6.1 PLOT DATE'. 05-1 E N NOT USED F e:=e FLAT SCREEN TV 4 EXTERIOR WALL FIXTURE 11 W ED FLUORESCENT LIGHT (� FIXTURE i OUTSIDE SPEAKER (3) 32W T8 LAMPS 0 SPEAKER x 2-0 FLUORESCENT LIGHT FIXTURE P.O.S. MONITOR (1132W U LAMP DOWNUGHT @ WALK-IN MN C.C.T.V. CAMERA (BY WALK-IN MFR.) f-'1 C.C.T.V. MONITOR EN L2-0 Y11' h \/ OPIXT-� •�x T, ® QOPENDANT fiW LEDDANT T9FLAMPURE 0 12" EXHAUST FAN ILAMP 102Clr tELDG EMERGENCY LIGHTS (� HVAC RETURN GRILLE EXALUGL HT /�•./ MIT (WOUNTED) EXIT LIGHT M HVAC SUPPLY OIFFUSER (CEIUNG MOUNTED) OR DIRECTIONAL . BACK DOOR SECURITY FI%TURF, TRACK MOUNTED STROBE LIGHT 54" TRACK SECTION W/ 1 /2 AMP CURRENT LIMITER CEILING SYMBOL LEGEND E DIMENSIONS: ARE TO FACE OF FINISH U.O.N. A. ALL DIMENSIONS CEILING FINISHES: A. REFER TO ROOM FINISH SCHEDULE (SHT A1.1) FOR CLG. FINISHES. SUSPENDED CEILING. A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE 1/8" IN 10'-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS'. AS CAUSED BY ECCENTRIC LOADS, 2° MAX. D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS OF HANGERS WITH RELATED WORK. E. SEE SPECS FOR ADDITIONAL INFORMATION. GYPSUM BOARD CEILING' A. SUBSTRATE B. ACOUSTICAL GYP. BD. FINISHING ELECTRICAL. SHALL BE 51E" THICK TYPE 'Y." GYP BD. SEALANT. APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS. AND DECORATING' REFER TO DWGS FOR TEXTURE AND FINISHES. DWGS. FOR FIXTURE SCHED. UNFINISHEb HARDWARE TO MATCH KI%TURES, A. SEE ELECT. LIGHTING. A. PAINT ANY E%POSEO, REFLECTED CEILING PLAN NOTES D O CEILING GRID STARTING POINT. O DOWN LIGHT CD FOR ROUGH FRAMING OPENINGS SEE AIR DEVICE SCHED. (TYP. AT RESTROOM). 4O AWNINGS/CANOPIES. SEE SCOPE OF WORK. (BY SIGN VENDOR) OS EXTERIOR WALL LIGHT FIXTURES, SEE ELEVATIONS AND ELECT. DWGS. © WALK-IN UGHTING SUPPUED BY WALK-IN MFR. c EMERGENCY FIXTURE. BATTERY UNIT INSIDE ABOVE CLG. CONNECT EXTERIOR EMERGENCY LIGHTS TD THE NEAREST EXITSIGN BATTERY WITHIN THE BUILDING, I�8 CANOPY LIGHTS PROVIDED AND INSTALLED BY CONTRACTOR 0 REFER TO SHEETS M2.0, M2.1. M2.2, M2.3 AND M2.4 FOR EXHAUST HOOD INFORMATION CD METAL CANOPY BY G.C. CD TRACK MOUNTED UGHT ON BOTTOM OF CEILING GRID. 12 TRACK MOUNTED PENDANT ON BOTTOM OF CEILING GRID. 13 FLAT SCREEN TV. CD GYPSUM BOARD HEADER AT 6'-8" A.F.F. SEE DETAIL 14/A9.0 CD LIGHTS PROVIDED B INSTALLED BY SIGN VENDOR. GC TO PROVIDE CIRCUITING TI TROUGH EXTERIOR LIGHTING CON TRACTOR / PHOTOCELL CONTROL PANEL 1fi RAISED CEIUNG THIS AREA T010'-0" A.F.F. SEE DETAIL 2/A9.0 KEY NOTES B \f / In L-003 — • L-00 Yj n 4111L-417 10'-0. I I C=) FC100 10-0' r r� )2( F,CLG.0 -YP L-417 L-000 •L-417 L-417 F.CLO.0 IC-0' L-4 a a 6 O -5 40 40 40 ) )c5 1a L\ rr F.OG.0 L-003 26'-44 © �I •L 417 -1ac O DEL fl In©ll II ,_-s_-_s _ i I 1 �_/1 () i Thg 46814o 2 Com 171 1\ 'te/e I REGISTERED ARCHITECT MERRICK 0. LENR 1 SiPTE OF WASHINGTON ■ ▪ ■ inn 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET 06-16-17 CITY CORRECTIONS #1 A A A A A CONTRACT DATEXX.XX XX BUILDING TYPE. FS DELCO UTE PLAN VERSION'. 03-15-17 SITE NUMBER'. 299663 STORE NUMBER. 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 0 Piz -Pa Alf FS DELCO LITE 013898 REFLECTED CEILING PLAN A7.O PLOT DATE: 05-19-17 ALL FINISHES/FURNITURE/DESIGN ELEMENTS/GRAPHICS SHALL BE PER THE CURRENTLY POSTED DELCO PROTOTYPE DRAWINGS ON ONE STOP SHOP. ANY VARIATION OR ALTERATION SHALL BE APPROVED BY PHLLC THROUGH FINISH SUBMITTAL, BY OWNER, FOR FURTHER REVIEW AS INDICATED IN FINISH SPECIFIC NOTES WITHIN SCHEDULE THIS APPROVAL IS CONTINGENT ON THE AUGNMENT OF THE PROTOTYPICAL SPECIFICATIONS AND/OR FOLLOW UP OF REOUESTED FINISH REVIEW OF PROPOSED. CL-M2J --.---1 P-M2I TV I P-M2 1 TV p`/ TN 901 � X �� CT-M2 /� 9C 71 P-M ST-M1 W-M11 / QPEN T{d IRIiFCCHHF,jp() � S- 7) �j ry / / 7/ ' 0 <Z-029) ICF-M1I 9-M2 4 i--ICL-M21 41I I I, I h I ' 9{1Ih1 I I 1 I I 1 141 I 11 p 1 I if i 1 i 1 1 II 1 r (Irk I LLIIY' L I 3 W M2 CL-M21 f ^� P M2 I LOBBY I C P-M2 I ♦ 2 B-M2 P-M2 1 --i ST-M1 W-M P-M2 I FRP-MI P-M2 — - 8-M2 1 CUSTOMER CUSTOMER 3/8" = 1-0" CUSTOMER 3/8" - 1-0" CUSTOMER 3/8"=1'-0" IF OVEN SHROUD IS DESIRED FOR XLT OVEN, THE SHROUD MUST BE STAINLESS STEEL THE 'CAST IRON' SHROUD IS NOT APPROVED FOR USE IN DELCO LOCATIONS. 7 O BERIER41 I <P-805> <P-951) 5 KITCHEN 3/8' 1-a KITCHEN 3/8" - 1'-0" KITCHEN are'-1'-0" IFRP-MI <K-216> b <N-909> JCL-M1 �CL-M1I ANSUL SYSTEM ANSUL SYSTEM <K-216) <K-216> IFRP-MI <K-903) N u/ s12 N-075 <B-643> <K-998> I I I I I I I I 1 1 t t I I I 8 i--CL-M11 t ICL-M11 CD <F-930> U-909 IFRP-MI -900 902 F 043 -070> III 421EED. 4 F-907> K-879> U <K-879� F911 F-085 F-023 F-270 0 F-095 11 _I I I B-MI s DESK. 10 11 1:11z *••••c 1 V 4 AUG c 4 2017 oveiolotraryt KITCHEN 3/8" -1'-D" KITCHEN 3/e" - 1'-0^ SERVICE COUNTER S.S. CORNER GUARD, END WALL CHANNEL GUARD, FULL HEIGHT, SEE DETAIL 13/A9.0. TEMP. SENSOR @ 66' AF.F„ SEE M1.0. HOLD UP BUTTON. HAND SINK KNEE PEDAL. 55 CHANNEL CLOSURE AT BOTTOM OF BULKHEAD. SEE DETAIL 13/A9.0 (SIM). PROVIDE CLEAR SILICONE SEALANT WHERE ALL FIXED AND BUILT-IN COUNTERS/EOUIPMENT ABUTS WALL SURFACE. EDGE OF SS PANEL BEHIND HOOD. COMPUTER PATCH PANEL. BREAK METAL TO MATCH STOREFRONT. KEYLESS ENTRYJUNCTION BOX. FLAT SCREEN TV SUPPLEMENTAL ART WORK JOB AIDS LOCATED ON WALL BEYOND IxxxI v SEE SHEET A1.1 FOR FINISH SCHEDULE. SEE SHEET A2.0 FOR DECOR SCHEDULES. I KEY NOTES J�v IREGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON ■ ■ ■ ■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTI A A A A A A CONTRACT DATE'. XX.XX: BUILDING TYPE. FS DELCO LI' PLAN VERSION. 03-15- SITE NUMBER 2996 STORE NUMBER. 0138 PIZZA HUT 146.38 TUKWILA INTL, BLVD, TUKWILA, WA 98168 .0 Mit FS DELCO LITE 013898 INTERIOR ELEVATIONS A8.0 PLOT DATE. 05-19 T �CL-M1 IFRP-MI <F-5 61> 13 12 5'-0" 11 9 in In INSULATE HOT WATER & DRAIN PIPES TEMPERING VALVES INSULATE HOT WATER & DRAIN PIPES 10 RESTROOM 3/8" RESTROOM 3/8 RESTROOM 3/9" =1'-0" RESTROOM 3/8 -1-9° w RARCHITECISTEECTREC MERRICK D. LENTZ 1 STATE OF WASH. ■ ■ _ ■ ■ 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET Q6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE'. BUILDING TYPE' PLAN VERSION. SITE NUMBER. STORE NUMBER, xx.xx.xx FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 Piz 11&4t- FS DELCO LITE 013898 INTERIOR ELEVATIONS A8.1 PLOT DATE: 05-19-17 F' NOT USED 18 NOT USED 19 20 GA. S.S. CORNER GUARD - FINISHED FLOOR TO BOTTOM OF CLG. - ATTACH W/ CONST. ADHESIVE CAULK WALL FINISH 0/ SUBSTRATE PER PLAN TILE WHERE OCCURS 20 GA. S.S. END WALL GUARD - FINISHED FLOOR TO BOTTOM OF CLG. - ATTACH W/ CONST. ADHESIVE CORNER GUARD 3'=1,0" 13 FRP ON 1/2" GYP. BD. FINISH AS SCHEDULED ON INTERIOR ELEVATIONS KITCHEN PLYWOOD BLOCKING FINISH AS SCHEDULED ON INTERIOR ELEVATION 20 GA. S.S. END CAP -ATTACH W/ CONBT AOHFSIVF EL.=6.8" CLEAR - PER TAS/RDA LOBBY FRAMED FUR DOWN N.T.S. 14 2' FLANGE BENT 90 DEG. NOTE CAULK ALL SEAMS AT WALL SURFACE. (4) R12 S,S. WOOD SCREWS 3/4' LG. W/ S.S. WASHERS. 1/2' RAD. EASED CORNER (TYP.) EXTEND FRONT OF PANEL TO FRONT EDGE OF ADJ. SINK. APPROX. 24" (SEE PLAN) 16 GA. BRUSHED STAINLESS STEEL, 1/2" HEM ON TOP AND FRONT EDGES. BOTTOM EDGE OF SPLASH GUARD SHALL BE EVEN W/ THE EDGE OF THE HIGHEST ADJ. SINK. SPLASH GUARD N.T.S. 9 NOT USED 10 A nay Irn II II II 11 II II II II II II WALL( WHERE OCCURS) DOUBLE STUDS AT JAMB AND HEAD WITH ANCHOR STRAP. PAINT AS SCHEDULED ON INTERIOR ELEVATIONS WD. DOOR SEALANT SUBSTRATE AS NOTED ON SHEET A1.0 INTERIOR DOOR HEAD / JAMB 3" - 11 -- SAFE - SEE SCOPE OF WORK FOR SCOPE DEFINITIONS 5/8" CEMENT BD. SIZE 1/2" SMALLER THAN SAFE FOOTPRINT. GROUT TO MATCH ADJ. FLOOR. FINISHED TILE SURFACE ANCHOR BOLTS - SEE SCOPE OF WORK - BOLT HOLES = 3/4" DIA. v 3" DEEP FLOOR TILE AS SPECIFIED. ,— ALUM. TRANSITION STRIP EXISTING CONCRETE INSTALLATION NOTES, SELECT "PEMKO" 252A PRESS THE PERFORATED ANCHORING LEG OF THE THRESHOLD PEMKO 252A INTO THE MORTAR AND ALIGN. SOLIDLY EMBED THE TILES SO THAT THE TILED SURFACE IS FLUSH WITH THE TOP OF THE PROFILE. THE PROFILE SHOULD NOT BE HIGHER THAN THE TILED SUFACE BUT RATHER UP TO APPROX. 1/32" 1 mm LOWER. A JOINT OF APPRX. 1/16' - 1 /8' (2mm - 3mm) SHOULD BE LEFT BETWEEN THE TILE AND THE PROFILE. FILL THE JOINT COMPLETELY WITH GROUT OR SETTING MATERIAL. METAL TRANSITION STRIP 3' = 1'-0" 5 NOT USED 6 NOT USED 7 RECEI V .1 � AUG 4?017 Com Deve/opmuty PAINTED GYP. BOARD REFER. ELEVATIONS 144 STAIN GRADE TRIM FINISH 'WEATHERED TEAK' (SHERWIN WILLIAMS) PERFORATED IANYL WALLC WALLCOVERING MINIMUM LEVEL4 FINISH W/ ONE COAT PRIMER Z. I / _ I I T \ I I CEMENT BOARD I TO BA.F.F. I I ® I �` ) SEALANT JOINT WAINSCOT SECTION N.T.S. 1 2X4 SUSPENDED ACOUST. CLG. EL. 10-0" AFF 0 CEILING HEIGHT EL. 8,-4" AFF MIN. odk -- CEILING HEIGHT ACOUSTICAL CEILING TILE WAVE PHONE PANEL RAISED CEILING DETAIL 1' = 1'-0" 2 A CEILING TILE 8 GRID 111111 {.— FINISH PER ELEVATIONS + PER n SUBSTRATE PLAN OVER WOOD STUDS @ 16' O.C. I 1V FRP @ CEILING 3'=1'-( 3 FINISH PER ELEVATIONS SUBSTRATE PER PLAN - PROVIDE 1/4" GAP BETWEEN SUBSTRATE 8 CEMENT BD. BELOW CEMENT BD. TO 12" ABOVE FLOOR - ALL KITCHEN WALLS. WOOD STUDS @ 16" O.C. J MOLD SET IN SILICONE SEALANT - FILL J-MOLD W/ SILICONE PRIOR TO INSTALLING FRP, WIPE OFF EXCESS TILE BASE - SET FLUSH WITH FLOOR TILE ,Nv I REGIHTERED 1\/ AR CH MERRICK D. LENT2 1 STATE OF WASHINGTON EN ■■ 12811 NE 128TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A CONTRACT DATE BUILDING TYPE'. PLAN VERSION: SITE NUMBER: STORE NUMBER. XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUK1MLA, WA 98168 p%z_zaAO' FS DELCO LITE 013898 INTERIOR CONSTRUCTION DETAILS NOT USED 20 NOT USED 16 SAFE PEDESTAL 3" = 1'0" 12 NOT USED 8 TYPICAL KITCHEN BASE DETAIL 3"=1'-0" PLOT DATE: 4 oas'y A9.O 05-19-17 Cut Table & Quality Station Configuration for Nesting Boxes FREE STANDING QUALITY STATION 14 PARTS (4163PK3, 63-Posts (1) 002671 B, Printer Holder 13) 1860NK3, 18-x60"Wks Shelves (1) DD5468, Bums Bar Holder (I) 1600E5, 18.'000' Solid Snell (1) HK25C, Hook f1)H160K3, 60"HangerReil 12)BagS ofCSM6-Y Yellow Snell (1)1300m 6-x48' Snell Eklenxinn Marken (0007078A, 10048' Shell Extension (t Bola Isar ^he OuelM1y SteOos and (:i) 006298 Box Lags 13 for Plaliry shelves of trio Cul Tee.) no under Stator) 62 for Cut Table) T,i-PNOSNSS 100009 Lane Nested Modern Neste) SF Two, Erne New -rvY• Lenten Sae View 0f Con Table d SOHving25( behi ) PREP. STATION CONFIGURATION (K-94 ) 11 INSTRUCTIONS Using the hardware bag containing the washers and nuts, attach the Casters to the bottom of the Dolly Shelf, CC6010F, Place a pair of Gray tee!it Sleeves UPSIDE DOWN a1 the BOTTOM groof each f the D Posl. Place each Post in the comers IN the Dolly Shall This is the OPPOSITE of the (Iuslmlion below. ❑3 Place a pair of Gray Split Sleeves on the 170 Groove above the Doily Shelf. NOTE - The tapered end of the Split Sleeve should be towards the TOP See the illustration below. Place a 2130NK3 Shelf over the Posts and onto the Split Sleeves. Secure in place by lapping each comer with a Rubber Mallet, ORepeal step 3 for the remaining Shelves. ElPlace a 30" Ledge along each 30' side of each shelf. oPiace.a 21' Ledge along ONE side of each shelf, NOTE - One side of the can will be open as shown, INSTOWNOG21111 010408 PARTS (4) 54PK3, 54- Posts (3) 2130NK3. Wire Shelves 11) CC6010F, Dolly Shelf (4) BSON, Casters 18) LSON<113, 30' Ledges (4) L21N-4K3, 21. Ledges (4) Bags of Gray Soft Sleeves Place once half of the Split Sleeve in the Groove on the .r Post. FREE STANDING QUALITY STATION (K-933) 15 PIZZA HUT 80" QUALITY STATION • Fits behind the Cut Table PHCTSOL - Unit designed for used with Nested Boxes - Designated Pass Through area - Allows for the Nested Boxes to be within reach - Also available in 72" (PHOSNSD) lengths Easy to assemble without any tools using the Super Erects shelving system -Aceessodes - (3) Box Lifts that raise the box ends up 10 take pressure o8 of the nested box Sides - Bump Bar Holder - Printer Holder - Shelf Markers Hanger Rail Pass Through Area Ceelpeee04er Solid Shoff - 18 gauge, type 304 foo0servlce grade stainless steel shelf with 1)8' ledge to coned spins - Wire Shelves - Metroseal III Epoxy finish with Microban - Microban deters the growth of mold and bacteria Sanitary: The Smineless Steel shelf has raised edges to contain spills and all remaining components are finish with Metroseal ill wilh Microban. NSF: All components are manufactured to NSF standards and are NSF listed. 3- 10' Shell Extension 6' Shelf Extension OHollder NOTEcleT Mie6463 1 ' Deep 5ueliy Slalbn with a 6' and a 10' Sh If Extension Plat extend FREE STANDING QUALITY STATION (K-933 16 DOUGH CART ASSEMBLY (K-926) 12 PARTS (4) 74UPK3. T4' Posts 1415M casters 13) 3036NK3, 30036- Wiro SFeNea (1) R3036FS. Solid Roofer. Snell 4)) Sags of spur sleeves, each packed wan shes A package nl Sprit Sleeves conies packa e4 wan eac Snort. Inside a pin Slave is a bead Not snaps into roove The need.a boards the lopoF etSplit Sleeve INSTRPHM53035 Components: Stainless Steel Top Type 304 food grade stainless sle0I work surface Backsplash in front of back post for cleanliness • GUI outs for (8) Sauce Containers (116 sae) (Containers not Included) - Stainless Steel Upper Shelves - Type 304, food grade stainless steel - Raised edges to contain spills Hanger Ra Hanger Rail for Printer Hanger Under Shelves Open Wire design for air now and light penetration Labbel(Fo VD:pping Cups Dispenser hooks onto he shelf Finish: - Components expect for the stainless steel items ere MetrosIIIwith Mfcrobon. th - Microban deters the growth of mold and bacleda and provides and easy to Clean finish NSF: All components are manufactured per the NSF speclllc29on5 and are NSF listed. PARTS: (2) 74PK3, 74' Bock Poste (2) 33PK3. 34"Front Posts (2) CC6006, 39' Upper Posts (2) 3036NK3. 30'x36' Wire Shelves (3) 1436FS. 14'x36- Solid Shelves (1) 0186249B. Work surface (1) DD6249A, Work Surface Support Frame (1) H136K3, Hanger Rail (1) 0026716, Printer Holder (1) 002851A, Foil 8 Label Holder WING STREET SAUCING STATION 002609 E Harrgnr Rai. Groove Htl a❑ S poortpSneM t' S0poo Top Groove an Front Groove PM fin Sank o„,are (K324) PARTS 12174 PK3, 74' Poste (1)H13010, Hanger Rail (2) :MKS 34' Poste (1) 0020116, Meter Heider (21 CCe00e, 39. Posts (1) 002B51A, Full 4 Label Hopes (2) 3036N10. 30-x36. Wog Shelves Faro eats hoe or (3)003240, t4-x36'Sark Shelves the sem. Newell0002411 (1) 0, Work Striae° the Groove on the (1) DD6245A.Work Surface under supped frame Post 1f� Assembly Instructions WING STREET SAUCING STATION (K-324) 9 Components: - Wall System allows for easy access to stored items - Wall mounted allows for easy cleaning of the floor and access to adjacent equipment - Upper Shelves for prep items and fryer filters - Fryer Basket supports for Fryer Baskets PARTS: (2) 33PDFK3, 33' Posts with Wall Brackets (2) 308HK3, Fry Basket Holders (1) 1430NK3, 14-x30-Bo3om Wire Shelf (1) 1830NK3, 18'x30' Top Wire Shelf Sanitary: All components are finished in Malroseal III epoxy finish containing Microban. Microban deters the growth of bacteria and mold. NSF: All components are manufactured per the NSF specifications and are NSF listed. Mount the Shelf and Sherf Brackets so the top of the Shell Is 81' A.F.F. 1836NK3 2W018K3 H135K3 PARTS (I) 1S35NN3, 18'x38' Wire Shall (1) H136K3. 36' Hanger Rail with Stall Sleeves IS) 1 WD10K3, End Shelf Supports (1) 2W0 IBK3. Center Double Shelf Supped (5) BHA., Gerome Hook NOTE- Rem does not pmvlde wee fasteners, 75625,6,1 nSTP- b4 Foca Split Sleeves Into. bottom of Irk collars of the H136K3, Hero, Rol) r to Nock, it on the Shell Brackets. The Split Sleeves wit pm.° a, fit MAKE TABLE SHELF (K-881) 4 WALL MOUNTED QUALITY STATION 5 WALL UNIT Well5v.tam 600.1.4e0R eske_ter.Aasablyfratrsoene) arts: 2) 33POFK3. 34- Well Paola with Wall Brackets NOTE 3 Well fasteners are not provided 1) H183K3, a0' Hanger Rill 1) 6091-1C, Bin Holder Rail 1) 10 3 18'460' Trip Wire Shelf 3) M8002302308, Bins 1)HK25C Gripper Hook 1) 0135488, Bump Bar Holder 1) CC7056T Breadstick Basket 1)H210K3. Basket 1) 0026710. Printer Bolder I) P6A-GSDK3,'0' Shaped Monitor Shen corner a34 (Evan wim Cut Tobie) 0 NOTE. J3PKJ Post aNm la nee tp eFe Cut fable Groove 420 BQK SHELVING_l1t5B :�lta,� 3 nea Ca cam Prom rope MONK"! 0 If SW. 11C.FS.F.Ser-f.SZS1-11S-71. SOON. 01 e'sire •• z •PratA �Fcon WALL MOUNTED QUALITY STATION (K-836) 6 Plow Stainless Ovoriay on top IN Insert Place Invert on 4 op of iM1e Snell 3060NK3 She! Top Groove 3060NK3 Shelf Groove F22 3NK3 F�iII Grcova 412 60' LENGTH 30' OEPTH PARTS (1) CC8006K, 30'00" Stainless Steel Overlay with Insert (3) 3060NK3, 30-x60"Wire Shelves )4)33PK3, Posts (3) Bags of Split Sleeves INSTRFHCTEDL 022t0 Components: - Wall System allows for air drying and storage of Utensils, Lids and Containers Sanitary: All components are finished in Moo -meal III epoxy finish containing Microban. Microban deters the growth of bacteria and mold. NSF: All components are manufactured per the NSF specifications and are NSF listed Face 660)0 rig Unit on soma sale as the O'mM1 Wasner tlNitliltllt^�Ir111t�INrNI+� �'T.) 1111111111111111111111111111111110111 SHELVING @ 3-COMP SINK (K-216) 1 Components: Easy to assemble wlthoul any tools. - Solid Shelf for the work surface 18 gauge. type 304 toodservice grade stainless steel shelf MANAGER'S DESK SET UP PARTS _Milo-gadds Mallon (2) 74P, 74' Back Posts (2) 33P, 34" Upper Posts (2) 40CP, Lower Posts -Wire Shelves above for storage - Chrome wire shelves - Wire shell below to place the File Cabinet and computer equipment (2) 1448BR, 14'x48' Upper Shetvea (2) 1448BW1. 14-x48' Shelflnlay5 (1) 2448FG, 24'x48' Work Surface (1) 24486R, 24-x48" Wire Shelf INS TWMW44C 032410 MANAGER'S STATION (K-879) 2 Components: Easy to assemble without any tools. - Fetid Shef tend he 'Ps* sude08 • '.Mire Ghelvas abcva far atarage - 18 gauge, type 304 foodservice grade - Chrome wire shelves stainless steel shelf t� - Wire shelf below to place the File I e l Cabinet and computer equipment CUSTOMER SERVICE UNIT SET UP Back Pat • 2nd Groove r m awn• Groove Back Posts - Groove A35 Front Ponta - 6111 Groove El Front Pans Top Groove Back Posts Groove A39 o60 Groove 48' Length 24. Depth PARTS (Manager's Staten (2) 1448BR, 14'x48' Upper Shelves (2) 74P, 74. Back Posts (2) 14498WI, 14'x48" Shelf Inlays (2) 33P, 34' Upper Posts (1) 2448FG, 24'08" Work Surface (2)40CP, Lower Posts (1)2448BR, 24'x48' Wire Shelf lNSTR-MW488 032410 OVERFLOW PREP. STATION ASSEMBLY (K-56D) 13 WING STREET PREP STATION (K-326) 10 1 WALL CUT TABLE ASSEMBLY (K-945) CUSTOMER SERVICE UNIT (K-879) 3 . I REGISTERED \ ARCHITECT MERRICK D. LENTZ 1 214TE OF WASHINGTON ■I, ■■ ianvu, 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A 0 A A A A CONTRACT DATE BUILDING TYPE' PLAN VERSION SITE NUMBER: STORE NUMBER: KM XM.MM FS DELCO UTE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 . Pizza 144r- FS DELCO LITE 013898 METRO SHELVING ASSEMBLY AIDS Al O.O PLOT DATE'. 05-19-17 Ceelpeee04er Solid Shoff - 18 gauge, type 304 foo0servlce grade stainless steel shelf with 1)8' ledge to coned spins - Wire Shelves - Metroseal III Epoxy finish with Microban - Microban deters the growth of mold and bacteria Sanitary: The Smineless Steel shelf has raised edges to contain spills and all remaining components are finish with Metroseal ill wilh Microban. NSF: All components are manufactured to NSF standards and are NSF listed. 3- 10' Shell Extension 6' Shelf Extension OHollder NOTEcleT Mie6463 1 ' Deep 5ueliy Slalbn with a 6' and a 10' Sh If Extension Plat extend FREE STANDING QUALITY STATION (K-933 16 DOUGH CART ASSEMBLY (K-926) 12 PARTS (4) 74UPK3. T4' Posts 1415M casters 13) 3036NK3, 30036- Wiro SFeNea (1) R3036FS. Solid Roofer. Snell 4)) Sags of spur sleeves, each packed wan shes A package nl Sprit Sleeves conies packa e4 wan eac Snort. Inside a pin Slave is a bead Not snaps into roove The need.a boards the lopoF etSplit Sleeve INSTRPHM53035 Components: Stainless Steel Top Type 304 food grade stainless sle0I work surface Backsplash in front of back post for cleanliness • GUI outs for (8) Sauce Containers (116 sae) (Containers not Included) - Stainless Steel Upper Shelves - Type 304, food grade stainless steel - Raised edges to contain spills Hanger Ra Hanger Rail for Printer Hanger Under Shelves Open Wire design for air now and light penetration Labbel(Fo VD:pping Cups Dispenser hooks onto he shelf Finish: - Components expect for the stainless steel items ere MetrosIIIwith Mfcrobon. th - Microban deters the growth of mold and bacleda and provides and easy to Clean finish NSF: All components are manufactured per the NSF speclllc29on5 and are NSF listed. PARTS: (2) 74PK3, 74' Bock Poste (2) 33PK3. 34"Front Posts (2) CC6006, 39' Upper Posts (2) 3036NK3. 30'x36' Wire Shelves (3) 1436FS. 14'x36- Solid Shelves (1) 0186249B. Work surface (1) DD6249A, Work Surface Support Frame (1) H136K3, Hanger Rail (1) 0026716, Printer Holder (1) 002851A, Foil 8 Label Holder WING STREET SAUCING STATION 002609 E Harrgnr Rai. Groove Htl a❑ S poortpSneM t' S0poo Top Groove an Front Groove PM fin Sank o„,are (K324) PARTS 12174 PK3, 74' Poste (1)H13010, Hanger Rail (2) :MKS 34' Poste (1) 0020116, Meter Heider (21 CCe00e, 39. Posts (1) 002B51A, Full 4 Label Hopes (2) 3036N10. 30-x36. Wog Shelves Faro eats hoe or (3)003240, t4-x36'Sark Shelves the sem. Newell0002411 (1) 0, Work Striae° the Groove on the (1) DD6245A.Work Surface under supped frame Post 1f� Assembly Instructions WING STREET SAUCING STATION (K-324) 9 Components: - Wall System allows for easy access to stored items - Wall mounted allows for easy cleaning of the floor and access to adjacent equipment - Upper Shelves for prep items and fryer filters - Fryer Basket supports for Fryer Baskets PARTS: (2) 33PDFK3, 33' Posts with Wall Brackets (2) 308HK3, Fry Basket Holders (1) 1430NK3, 14-x30-Bo3om Wire Shelf (1) 1830NK3, 18'x30' Top Wire Shelf Sanitary: All components are finished in Malroseal III epoxy finish containing Microban. Microban deters the growth of bacteria and mold. NSF: All components are manufactured per the NSF specifications and are NSF listed. Mount the Shelf and Sherf Brackets so the top of the Shell Is 81' A.F.F. 1836NK3 2W018K3 H135K3 PARTS (I) 1S35NN3, 18'x38' Wire Shall (1) H136K3. 36' Hanger Rail with Stall Sleeves IS) 1 WD10K3, End Shelf Supports (1) 2W0 IBK3. Center Double Shelf Supped (5) BHA., Gerome Hook NOTE- Rem does not pmvlde wee fasteners, 75625,6,1 nSTP- b4 Foca Split Sleeves Into. bottom of Irk collars of the H136K3, Hero, Rol) r to Nock, it on the Shell Brackets. The Split Sleeves wit pm.° a, fit MAKE TABLE SHELF (K-881) 4 WALL MOUNTED QUALITY STATION 5 WALL UNIT Well5v.tam 600.1.4e0R eske_ter.Aasablyfratrsoene) arts: 2) 33POFK3. 34- Well Paola with Wall Brackets NOTE 3 Well fasteners are not provided 1) H183K3, a0' Hanger Rill 1) 6091-1C, Bin Holder Rail 1) 10 3 18'460' Trip Wire Shelf 3) M8002302308, Bins 1)HK25C Gripper Hook 1) 0135488, Bump Bar Holder 1) CC7056T Breadstick Basket 1)H210K3. Basket 1) 0026710. Printer Bolder I) P6A-GSDK3,'0' Shaped Monitor Shen corner a34 (Evan wim Cut Tobie) 0 NOTE. J3PKJ Post aNm la nee tp eFe Cut fable Groove 420 BQK SHELVING_l1t5B :�lta,� 3 nea Ca cam Prom rope MONK"! 0 If SW. 11C.FS.F.Ser-f.SZS1-11S-71. SOON. 01 e'sire •• z •PratA �Fcon WALL MOUNTED QUALITY STATION (K-836) 6 Plow Stainless Ovoriay on top IN Insert Place Invert on 4 op of iM1e Snell 3060NK3 She! Top Groove 3060NK3 Shelf Groove F22 3NK3 F�iII Grcova 412 60' LENGTH 30' OEPTH PARTS (1) CC8006K, 30'00" Stainless Steel Overlay with Insert (3) 3060NK3, 30-x60"Wire Shelves )4)33PK3, Posts (3) Bags of Split Sleeves INSTRFHCTEDL 022t0 Components: - Wall System allows for air drying and storage of Utensils, Lids and Containers Sanitary: All components are finished in Moo -meal III epoxy finish containing Microban. Microban deters the growth of bacteria and mold. NSF: All components are manufactured per the NSF specifications and are NSF listed Face 660)0 rig Unit on soma sale as the O'mM1 Wasner tlNitliltllt^�Ir111t�INrNI+� �'T.) 1111111111111111111111111111111110111 SHELVING @ 3-COMP SINK (K-216) 1 Components: Easy to assemble wlthoul any tools. - Solid Shelf for the work surface 18 gauge. type 304 toodservice grade stainless steel shelf MANAGER'S DESK SET UP PARTS _Milo-gadds Mallon (2) 74P, 74' Back Posts (2) 33P, 34" Upper Posts (2) 40CP, Lower Posts -Wire Shelves above for storage - Chrome wire shelves - Wire shell below to place the File Cabinet and computer equipment (2) 1448BR, 14'x48' Upper Shetvea (2) 1448BW1. 14-x48' Shelflnlay5 (1) 2448FG, 24'x48' Work Surface (1) 24486R, 24-x48" Wire Shelf INS TWMW44C 032410 MANAGER'S STATION (K-879) 2 Components: Easy to assemble without any tools. - Fetid Shef tend he 'Ps* sude08 • '.Mire Ghelvas abcva far atarage - 18 gauge, type 304 foodservice grade - Chrome wire shelves stainless steel shelf t� - Wire shelf below to place the File I e l Cabinet and computer equipment CUSTOMER SERVICE UNIT SET UP Back Pat • 2nd Groove r m awn• Groove Back Posts - Groove A35 Front Ponta - 6111 Groove El Front Pans Top Groove Back Posts Groove A39 o60 Groove 48' Length 24. Depth PARTS (Manager's Staten (2) 1448BR, 14'x48' Upper Shelves (2) 74P, 74. Back Posts (2) 14498WI, 14'x48" Shelf Inlays (2) 33P, 34' Upper Posts (1) 2448FG, 24'08" Work Surface (2)40CP, Lower Posts (1)2448BR, 24'x48' Wire Shelf lNSTR-MW488 032410 OVERFLOW PREP. STATION ASSEMBLY (K-56D) 13 WING STREET PREP STATION (K-326) 10 1 WALL CUT TABLE ASSEMBLY (K-945) CUSTOMER SERVICE UNIT (K-879) 3 . I REGISTERED \ ARCHITECT MERRICK D. LENTZ 1 214TE OF WASHINGTON ■I, ■■ ianvu, 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A 0 A A A A CONTRACT DATE BUILDING TYPE' PLAN VERSION SITE NUMBER: STORE NUMBER: KM XM.MM FS DELCO UTE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 . Pizza 144r- FS DELCO LITE 013898 METRO SHELVING ASSEMBLY AIDS Al O.O PLOT DATE'. 05-19-17